Packet text, September 8, 2026

Machine-extracted text of the packet PDF, searchable with your browser's find. Page images, tables and scanned FYI pages may be garbled; the PDF is authoritative.

Highlighted passages are the agenda items linked from the meeting page.

                                 AGENDA
                     CITY COUNCIL REGULAR SESSION
                             September 8, 2026
                                  7:00 PM
I.     CALL TO ORDER AND ROLL CALL

II.    CITIZEN COMMENTS

III.   ADOPT AGENDA

       Adopt the Agenda for 9-8-26
       Summary Report
       9-8-26 Agenda Council Meeting.docx

IV.    CONSENT AGENDA
       **All items listed with asterisks (**) are considered routine and non-controversial by the
       Council and will be approved by one motion. There will be not separate discussion of these
       items unless a Council member, City staff or citizen so requests, in which case the item will be
       removed from the Consent Agenda and considered in its normal sequence on the agenda.

       Consent Agenda
         1. Resolution 2026-32: Authorizing a Transfer from the Capital Outlay Fund 202 to the Fire
            Fund 203 in the amount of $90,000
         2. City Council Meeting Minutes of August 11, 2026
         3. Payment of Checks

       Summary Report
       Resolution 2026-32 Transfer from Fund 202 to 203.docx

V.     APPROVAL OF MINUTES and APPOINTMENTS

       Approval of City Council Meeting Minutes of August 6, 2026
       Summary Report
       8-6-26 Minutes.doc

VI.    PRESENTATIONS/PUBLIC HEARINGS
       RECOGNITIONS/PROCLAMATIONS

VII.   DEPARTMENT HEAD UPDATES

          1. Todd Kieffer – EDA Report
          2. Wayne Ehrich – Public Works and Fire Dept.
          3. Jeff Sjoblom – Police Chief
          4. Randy Eggert – KMU
          5. Other

       Summary Report
       Kenyon EDA Council Report_09.08.2026.pdf



                                                                                                          1
VIII.   ADMINISTRATOR UPDATE

        Administrator Update:
          1. Kenyon Market
          2. Police Department Staffing Update
          3. KMU Staffing Update
          4. Administrative Assistant Update
          5. Update on Loan from KMU

        Summary Report

IX.     ENGINEERING

        VIIA. 2025 Street & Utility Improvements - Pay Application #9
              Summary Report
              134934 Pay Application No. 9.pdf

        VIIB. Lead Service Line Replacement Project - Design Scope & Fee
              Summary Report
              LSL-R Design Scope and Fee.pdf

        VIIC. Resolution Approving CPD, Sub-Grant Agreement and Developer's Agreement for
              Kenyon Crossings
              Summary Report
              DOCSOPEN-#1106440-v5-City_Resolution_to_approve_the_CPD__Sub-
              Grant_Agreement_and_Developers_Agreement.DOCX
              DOCSOPEN-#1103236-v5-
              Contract_for_Private_Development_for_the_Rebound_Project.doc
              DOCSOPEN-#1106597-v3-Sub-
              Grant_Agreement_for_the_Rebound_Project_in_Kenyon.DOCX
              DOCSOPEN-#1115640-v4-
              Developers_Agreement_for_Kenyon_Real_Estate_2__LLC.DOC

        VIID. Resolution 2026-25: Preliminary Plat for Kenyon Crossings
              Summary Report
              Resolution_2026-25 Approving Preliminary Plat Kenyon Crossings-v5.doc
              Kenyon Crossings - Application Materials-reduced.pdf
              Preliminary Plat Staff Report_v3.pdf

        VIIE.   Resolution 2026-26: Parking Variance for Kenyon Crossings
                Summary Report
                DOCSOPEN-#1116741-v2-Resolution_2026-
                26_Parking_Variance_Kenyon_Crossings_v1.DOC
                Parking Variance Application Materials.pdf
                Parking Variance Staff Report_v2.pdf

        VIIF.   Resolution 2026-27: Residential Density Variance for Kenyon Crossings
                Summary Report
                DOCSOPEN-#1116742-v2-Resolution_2026-
                27_Residential_Density_Variance_Kenyon_Crossings_v3.DOC
                Residential Density Variance Application Materials.pdf


                                                                                            2
               Residential Density Variance Staff Report_v2.pdf

        VIIG. Resolution 2026-28: Front Yard Setback Variance for Kenyon Crossings
              Summary Report
              DOCSOPEN-#1116743-v2-Resolution_2026-
              28_approving_a_front_yard_Setback_Variance_Kenyon_Crossings_v1.DOC
              Front Yard Variance Staff Report_V2.pdf

X.      LEGAL

XI.     FINANCIAL

        August 2026 Financial Reports and Payment of Claims
        Summary Report

XII.    OLD BUSINESS

        2027 Budget Update
          1. Resolution 2026-31: Adopting the 2027 Preliminary Budget & Levy
          2. Set the Truth in Taxation Meeting for December 1 at 6:30 p.m.

        Summary Report
        Kenyon, City of - Budget Memo 9.2.26.pdf
        Resolution 2026-31 Certifying 2027 Preliminary Levy.docx

XIII.   NEW BUSINESS

        Depot Park Concrete Project
        Summary Report
        Depot Park Proposed Concrete Project.docx
        LEXVOLD QUOTE.pdf

        Abdo vs. Internal Finance Director
        Summary Report
        3 Year Accounting Services Proposal.pdf
        44500.WS 2026 _ City of Kenyon _ HR _ Payroll Renewal Engagement Letter E_Signed.pdf
        HR Consulting Services Proposal.pdf

        Creative Planning Audit Presentation
        Summary Report
        City of Kenyon Pension Presentation.pptx

XIV.    F.Y.I. - Department Updates

        FYI 9-8-26
        Summary Report
        9-8-26 FYI.pdf

XV.     COUNCIL AND STAFF GENERAL COMMENTS

XVI.    ADJOURNMENT



                                                                                               3
4
 Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                         September 8, 2026

SUBMITTED BY:                 Holli Gudknecht, Administration

ITEM TYPE:                    Agenda

AGENDA SECTION:               ADOPT AGENDA

SUBJECT:                      Adopt the Agenda for 9-8-26

SUGGESTED ACTION:             MOTION NEEDED

ATTACHMENTS:
9-8-26 Agenda Council Meeting.docx




                                                                5
                                          AGENDA
                                  CITY COUNCIL MEETING
                                      September 8, 2026

Recite Pledge of Allegiance

7:00           I.    CALL TO ORDER AND ROLL CALL

              II.    CITIZEN COMMENTS

              III.   ADOPT AGENDA

              IV.     CONSENT AGENDA
              ** All items listed with asterisks (**) are considered routine and non-controversial by the Council
              and will be approved by one motion. There will be no separate discussion of these items unless a
              Council member, City staff or citizen so requests, in which case the item will be removed from the
              Consent Agenda and considered in its normal sequence on the agenda.
                      A. Resolution 2026-32: Authorizing a Transfer from the Capital Outlay Fund 202 to the
                         Fire Fund 203 in the amount of $90,000

              V. **APPROVAL OF MINUTES and APPOINTMENTS
                   A. City Council Meeting Minutes of August 6, 2026

              VI.    PRESENTATIONS/PUBLIC HEARINGS RECOGNITIONS/PROCLAMATIONS

              VII.   DEPARTMENT HEAD UPDATES
                     A. Todd Kieffer – EDA Report
                     B. Wayne Ehrich – Public Works and Fire Dept.
                     C. Jeff Sjoblom – Police Chief
                     D. Randy Eggert – KMU
                     E. Other

              VIII. ADMINISTRATOR UPDATE
                    A. Kenyon Market
                    B. Police Department Staffing Update
                    C. KMU Staffing Update
                    D. Administrative Assistant Update
                    E. Update on Loan from KMU

              IX.    ENGINEERING
                     A. 2025 Street & Utility Project
                        1. 2025 Street and Utility Improvements - Pay Application #9
                     B. Lead Service Line Replacement Project-Design Scope & Fee
                     C. Kenyon Crossings Development Applications
                        1. Resolution 2026-33: Approving Contract for Private Development, Sub-Grant
                           Agreement and Developers Agreement with Kenyon Real Estate 2, LLC for
                           Certain Property in the City of Kenyon
                        2. Contract for Private Development for the Rebound Project
                        3. Sub-Grant Agreement for the Rebound Project in Kenyon

                                                                                                                    6
            4. Developers Agreement for Kenyon Real Estate 2
         D. Resolution 2026-25: Approving Preliminary Plat of Kenyon Crossings
         E. Resolution 2026-26: Approving a Parking Variance of Lot 1 Block 1 Kenyon
            Crossings Subdivision
         F. Resolution 2026-27: Approving a Residential Density Variance of Lot 1 Block 1
            Kenyon Crossings Subdivision
         G. Resolution 2026-28: Approving a Front Yard Setback Variance of Lot 1 Block 1
            Kenyon Crossings Subdivision

X.       LEGAL

XI.      FINANCIAL
       **A. August 2026 Treasurer’s Report
       **B. Payment of Claims

XII.     OLD BUSINESS
         A. 2027 Budget Update
            1. Resolution 2026-31: Adopting the 2027 Preliminary Budget & Levy
            2. Set the Truth in Taxation Meeting for December 1 at 6:30 p.m.

XIII. NEW BUSINESS
      A. Depot Park Concrete Project
      B. Abdo vs. Internal Finance Director
      C. Creative Planning Audit Presentation

XIV. OTHER BUSINESS
     A. Schedule of Upcoming Meetings
        1. KMU Meeting: Tuesday, September 15th @ 3:00 p.m.
        2. EDA Meeting: Tuesday, September 22nd @ 8 a.m.
        3. City Council Meeting: Tuesday, October 13th @ 7 p.m.

XV.      COUNCIL AND STAFF GENERAL COMMENTS

XVI. ADJOURNMENT




                                                                                            7
 Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                           September 8, 2026

SUBMITTED BY:                   Holli Gudknecht, Administration

ITEM TYPE:                      Consent Agenda

AGENDA SECTION:                 CONSENT AGENDA

SUBJECT:                        Consent Agenda
                                  1. Resolution 2026-32: Authorizing a Transfer from the Capital
                                     Outlay Fund 202 to the Fire Fund 203 in the amount of
                                     $90,000
                                  2. City Council Meeting Minutes of August 11, 2026
                                  3. Payment of Checks

SUGGESTED ACTION:               MOTION NEEDED

ATTACHMENTS:
Resolution 2026-32 Transfer from Fund 202 to 203.docx




                                                                                                   8
                                       RESOLUTION 2026-32

                                       CITY OF KENYON
                                     COUNTY OF GOODHUE
                                     STATE OF MINNESOTA

     RESOLUTION AUTHORIZING A TRANSFER FROM THE CAPITAL
     OUTLAY FUND (202 FUND) TO THE FIRE FUND (203 FUND) IN THE
                        AMOUNT OF $90,000

  WHEREAS, in 2025, the Fire Department transferred $90,000 to the Capital Outlay
Fund for capital equipment; and

  WHEREAS, the City desires to maintain funds within their respective departments
and therefore, wishes to return the $90,000 transferred in 2025 to the Fire Fund.

 NOW, THEREFORE, BE IT RESOLVED BY THE KENYON CITY COUNCIL
THAT:

 1) The following accounting entries are authorized to record the transfer:


Account               Description                    Debit          Credit
203-00000-39207       Transfer                                      90,000
203-10100             Cash                           90,000
202-42200-740         Transfer                       90,000
202-10100             Cash                                           90,000


Adopted by the City Council on this 8th day of September, 2026.


                                                 CITY OF KENYON BY:


                                                 _____________________________
                                                 Donald Kirchmann, Mayor
ATTEST:



Scott Lehner, City Administrator




                                                                                    9
Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                September 8, 2026

SUBMITTED BY:        Holli Gudknecht, Administration

ITEM TYPE:           **Minutes and Appointments

AGENDA SECTION:      APPROVAL OF MINUTES and APPOINTMENTS

SUBJECT:             Approval of City Council Meeting Minutes of August 6, 2026

SUGGESTED ACTION:    **This item was approved under the Consent Agenda

ATTACHMENTS:
8-6-26 Minutes.doc




                                                                                  10
Pursuant to due call and notice thereof, a City Council Meeting was duly held in the City Council chambers
at 7:00 p.m. on the 6th day of August 2026. The meeting was called to order by Acting Mayor Bailey.
The following members were present: Council Members Lee Sjolander, Mary Bailey, Deanna Gard, Kim
Helgeson
Absent: Don Kirchmann
Also, present: City Administrator Scott Lehner, Engineer Derek Olinger, Administrative Assistant Holli
Gudknecht, Wayne Ehrich, Heather Dewitz, Doug Henke, Jerry Houglum, Billy Dyrdahl
Via Zoom: Jessi Sturtz

The meeting opened with the Pledge of Allegiance.

CITIZEN COMMENT
Doug Henke asked, “Do you know how many lots are available for sale in Kenyon today?” According to
Realtor Chris Mallery there are eight. He stated that when he was mayor, he asked the KMU commission for
a two-million-dollar loan to purchase land for development, and they were in favor of that. It is now two
years later and still no progress has been made. He was asking the Council to get this moving forward.
Jerry Houglum, KMU Chairman, agreed that the KMU Commission was in favor of this loan and that more
lots are needed in town to get people here.
Administrator Lehner stated that a preliminary plat and a draft purchase agreement have been done.

ADOPT AGENDA
Motion by Sjolander seconded by Helgeson to approve the agenda. Motion carried 4-0-0.

CONSENT AGENDA
Motion by Helgeson second by Gard to approve the Consent Agenda, which includes:
      Approve Rose Fest Events: Street Dance Permit – Municipal Liquor Store, Parade Route, Street
      Closures, Car Show
      Financials and Payment of check numbers, 78423 through 78494; 7510E through 7566E
      Minutes of July 14, 2026
Motion carried 4-0-0.

PRESENTATIONS/PUBLIC HEARINGS/RECOGNITIONS/PROLAMATIONS

ADMINISTRATOR UPDATE
Police Department Staffing Update
Lehner stated that the police officer position is still posted until filled. There are no applicants at this point.
The police chief and full-time officer are both currently on vacation. Part-time officers are filling in.

KMU Staffing/John Lee Update
Lehner stated that he had received John Lee’s resignation. His last day will be August 14. Potentially, a job
offer will be made to an applicant from the first round of interviews.

Administrative Assistant-Rachel Goven Update
Lehner stated that Rachel Goven resigned effective August 7, 2026 due to a family job relocation. The
position is posted with a deadline of August 25.

Rose Fest Update
Lehner stated that the new Rose Fest banner was put up on Tuesday. The last Rose Fest meeting will be on
Monday, August 17.

                                                                                                                      11
Department Head Reporting
Lehner stated that he would like some department heads to give an in-person update at the council meetings
starting in September. The council was agreeable with this.

Rebound Investors Meeting
Rebound held a very informational investors meeting last night. They are looking for three million dollars
from investors.

ENGINEERING
2025 Street & Utility Project
Engineer Olinger stated that this pay estimate includes primarily sanitary sewer lining, grouting and
manhole rehabilitation. The contractor will be back in town over the next several weeks to complete
various punch list repairs.
Doug Henke reported some issues with the gas company putting their line in. Engineer Olinger was
aware of some of these issues and will be working with the gas company to do repairs.
2025 Street and Utility Improvements – Fitzgerald Excavating & Trucking -Pay Application No. 8
Pay request No. 8 includes work completed through July 17, 2026.
Motion by Sjolander seconded by Helgeson to approve pay application #8 to Fitzgerald Excavating in
the amount of $95,954.75. Motion carried 4-0-0.

Kenyon Crossings Development Applications
Preliminary Plat Variance Staff Reports and Draft Resolutions
Kenyon Crossings – Application Materials-Plans
Engineer Olinger updated the council on the Kenyon Crossings development applications. The planning
commission held public hearings on the variances and preliminary plat on August 4. They tabled these
variances and the replat until the developer submits supplemental materials.
Motion by Bailey seconded by Gard to extend the review period to a maximum of 120 days for these
three variances and preliminary plat. Motion carried 4-0-0.

LEGAL
Lot Split: Gerald Bartel
Resolution 2026-29: Approving Minor Subdivision - Lot Split Application –PID 66.180.0052 Gerald
Bartel
Attorney Riggs stated that Gerald Bartel was seeking approval to split PID# 66.180.0052. The split
section would be sold to the neighbor located in the center of this parcel.
Motion by Bailey seconded by Helgeson to adopt Resolution 2026-29 approving the minor subdivision
for Gerald Bartel. Motion carried 4-0-0.

Lot Combination: Chad Bauer
Resolution 2026-30: Approving Lot Combination Chad Bauer
Attorney Riggs stated that Chad Bauer was seeking approval to combine the split from Gerald
Bartel with his parcel 66.180.0053 to better fit a septic on his property.
Motion by Helgeson second by Gard to adopt Resolution 2026-30 granting approval for a lot combination
for Chad Bauer. Motion carried 4-0-0.

OLD BUSINESS
2027 Budget Update
Jessi Sturtz from Abdo reviewed the second draft of the 2027 budget. The proposed 2027 budget
increase started at 19.5% but is now down to 10.34% by eliminating some pool, streets, and police
                                                                                                             12
department items. Administrator Lehner suggested approving the preliminary levy at 10.34% in
September. Some numbers are still pending, and adjustments will be made accordingly when these are
received. A work session with department heads will be scheduled in October for working the levy down
further if needed. The final levy is due by the end of December.

NEW BUSINESS
2026 2nd Quarter Report - Abdo
Jessi Sturtz from Abdo reviewed the second quarter 2026 financial report.
Motion by Helgeson seconded by Bailey to accept the second quarter financial report.
Motion carried 4-0-0.

Schedule of Upcoming Meetings
KMU Meeting: Tuesday, August 18th @ 3:00 p.m.
EDA Meeting: Tuesday, August 25th @ 8 a.m.
Planning Commission meeting: Tuesday, September 1st @ 6:00 pm
City Council Meeting: Tuesday, September 8th @ 7 p.m.

COUNCIL AND STAFF GENERAL COMMENTS
Council Member Sjolander thanked everyone who helped put on National Night Out.

Council Member Gard questioned how people find out when meetings are scheduled. The response was, it is
posted at city hall and on the city website.

Administrator Lehner stated he was asked a few months ago what it would take to update the old police
building. He has been working with L&M on getting quotes. He also thanked the Rose Fest committee for all
their work.

Council Member Helgeson thanked everyone for supporting the Farmer’s Market and she invited everyone
to come out and enjoy Rose Fest.


Motion by Helgeson seconded by Bailey to adjourn the meeting at 8:28 p.m. Motion carried 4-0-0.




Holli Gudknecht, Deputy Clerk                              Mary Bailey, Acting Mayor




                                                                                                            13
Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                        September 8, 2026

SUBMITTED BY:                Holli Gudknecht, Administration

ITEM TYPE:                   Department Head Updates

AGENDA SECTION:              DEPARTMENT HEAD UPDATES

SUBJECT:                        1. Todd Kieffer – EDA Report
                                2. Wayne Ehrich – Public Works and Fire Dept.
                                3. Jeff Sjoblom – Police Chief
                                4. Randy Eggert – KMU
                                5. Other

SUGGESTED ACTION:            FYI

ATTACHMENTS:
Kenyon EDA Council Report_09.08.2026.pdf




                                                                                14
Kenyon EDA Council Report
Todd Kieffer, EDA Coordinator
September 8, 2026

   •   Industrial Park Lot
          o Weekly communication with Alexander Samardzich, Falcon’s Investments. The
              foundation is poured, and Alex reports that there have been no problems with the
              project locally. The footings and foundation have been poured.

   •   Tier II Housing Funds
           o Kenyon was awarded $75,000 from a MN Housing grant. The project is aligned with
                Goodhue County Habitat for Humanity (GCHFH).
                   ▪ The 4-year limit to spend the funds ends in 2031.
                   ▪ The current plan with GCHFH is to build the home during the 2027-28 school
                       year in cooperation with the Kenyon-Wanamingo Construction classes under
                       the direction of Doug Thompson.
                   ▪ A portion of the grant can be used to acquire land. The City of Kenyon will serve
                       as the fiscal agent, submitting eligible receipts and reimbursement requests
                       from Habitat for Humanity to the State and disbursing the reimbursed funds to
                       Habitat for Humanity.

   •   Habitat For Humanity Home Update
          o 716 Washington Street – An Open House was conducted on August 31. I have been
              working closely with them to assist in finding an owner. Numerous contacts were
              generated from an article included in 7 additional area newspapers. Meeting required
              qualifications can sometimes be difficult. GCHFH is reporting that they do have a
              couple of prospects they are working with, but nothing is secured yet.

   •   Depot Park Building Project
          o Southern MN Initiative Foundation (SMIF)
                 ▪ Taylor Family Farms Rural Development Grant
                         • Eligible towns must have a population less than 10,000.
                         • The plan is to replace pavers with a 10-foot concrete apron on the south
                             and east sides of the building. Concrete walkways will also connect the
                             building with the two picnic shelter areas. The walkway from the
                             parking lot to the building will be replaced with a 5-foot sidewalk. This
                             will improve a safe access to the park amenities for people of all ages.
                         • Maximum of $20,000 with no match. ESMC Dollars of $9,500 are
                             available to use for this project.



                                                                                                         15
                      •   A motion is included in the agenda to approve Dan Lexvold's concrete
                          bid.
                      •   This project would be a Spring 2027 project.




                       •
•   Vacant Storefront Idea
       o In an effort to improve the appearance of Kenyon’s Main Street, I have been visiting
           with a local artist from Red Wing about the idea of decorating vacant storefronts with
           artwork to entice more feet on the sidewalks for our merchants. I will be reaching out
           to owners of the vacant storefronts to see if they might be interested. My goal is to
           write a grant through the South East Minnesota Arts Council (SEMAC) for funds to
           remove the cost burden on building owners.
       o The artwork could either promote whether the building is for sale or lease and/or
           include seasonal themes. More to come.

•   Façade Improvement Projects – 2026 Update - $19,565/$20,000
       o Finley Armstrong – Hotel - $4,000
              ▪ Repair and maintenance of degraded eaves, fascia, molding, soffits, and frieze
                 boards
       o Robert’s Retail & Repair - $4,000
              ▪ Replace 2 large shop doors
       o Mary’s Rustic Rose - $3,840
              ▪ Replace window, new awning, and paint the siding.
       o Home Plate - $4,000
              ▪ Repair/replace front entrance, doors, and siding on main level.
       o Ace Hardware - $1,475
              ▪ Crack fill, seal coat, and line striping of parking lot.
       o All Seasons - $2,250
              ▪ Replace the awning on the adult activity center damaged in 2025.




                                                                                                    16
Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                September 8, 2026

SUBMITTED BY:        Holli Gudknecht, Administration

ITEM TYPE:           Administrator Update

AGENDA SECTION:      ADMINISTRATOR UPDATE

SUBJECT:             Administrator Update:
                       1. Kenyon Market
                       2. Police Department Staffing Update
                       3. KMU Staffing Update
                       4. Administrative Assistant Update
                       5. Update on Loan from KMU

SUGGESTED ACTION:

ATTACHMENTS:




                                                              17
                                                                        AGENDA ITEM NO.
                                                                        VIIA.


 Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                          September 8, 2026

SUBMITTED BY:                  Holli Gudknecht, Engineering

ITEM TYPE:                     Engineering

AGENDA SECTION:                ENGINEERING

SUBJECT:                       2025 Street & Utility Improvements - Pay Application #9

SUGGESTED ACTION:              The majority of this payment is the partial release of retainage. In
                               accordance with state statute, once the project is substantially
                               complete, retainage must be reduced to 1% plus the value of
                               remaining repair work identified in the punch list. In this case,
                               retainage is being reduced from 5% to approximately 2.5%.

                               The contractor plans to return in October for final paving and
                               completion of all remaining work.

                               Requested Action: Approval Pay Application #9

ATTACHMENTS:
134934 Pay Application No. 9.pdf




                                                                                                      18
Contractor's Application for Payment
  Owner:       CITY OF KENYON                                                            Owner's Project No.: N/A
  Engineer:    BOLTON & MENK                                                           Engineer's Project No.: 24X.134934.000
  Contractor: FITZGERALD EXCAVATING & TRUCKING INC                                      Agency's Project No.: N/A
  Project:     2025 STREET & UTILITY IMPROVEMENTS
  Contract:    N/A
 Application No.:               9                            Application Date:                  9/8/2026
 Application Period:         From                   7/18/2026            to                     9/2/2026


          1. Original Contract Price                                                                               $                 2,294,629.25
          2. Net change by Change Orders                                                                           $                     (37,814.00)
          3. Current Contract Price (Line 1 + Line 2)                                                              $                 2,256,815.25
          4. Total Work completed and materials stored to date
            (Sum of Column G Lump Sum Total and Column J Unit Price Total)                                         $                 2,079,204.53
          5. Retainage
               a.      See Retainage Summary                                                                       $                     48,240.80
              b.                 X   $                 -    Stored Materials                                       $                            -
               c. Total Retainage (Line 5.a + Line 5.b)                                                            $                     48,240.80
          6. Amount eligible to date (Line 4 - Line 5.c)                                                           $                 2,030,963.73
          7. Less previous payments                                                                                $                 1,962,361.35
          8. Amount due this application                                                                           $                 68,602.38
 Contractor's Certification
 The undersigned Contractor certifies, to the best of its knowledge, the following:
 (1) All previous progress payments received from Owner on account of Work done under the Contract have been applied on account
 to discharge Contractor's legitimate obligations incurred in connection with the Work covered by prior Applications for Payment;
 (2) Title to all Work, materials and equipment incorporated in said Work, or otherwise listed in or covered by this Application for
 Payment, will pass to Owner at time of payment free and clear of all liens, security interests, and encumbrances (except such as are
 covered by a bond acceptable to Owner indemnifying Owner against any such liens, security interest, or encumbrances); and
 (3) All the Work covered by this Application for Payment is in accordance with the Contract Documents and is not defective.




 Contractor:        Fitzgerald Excavating and Trucking, LLC

 Signature:                                                                                               Date:
 Name:              Nick Dahle                                                                            Title:       Project Manager

 Recommended by Engineer                                                    Approved by Owner

 By:                                                                        By:
 Name:      Derek Olinger, P.E.                                             Name:       Scott Lehner
 Title:     City Engineer                                                   Title:      City Administrator
 Date:                                                                      Date:




                                                    EJCDC C-620 Contractor's Application for Payment
                                     (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.                               19
Progress Estimate - Unit Price Work                                                                                                                                                                                                       Contractor's Application for Payment
Owner:              CITY OF KENYON                                                                                                                                                                                                   Owner's Project No.:
Engineer:           BOLTON & MENK                                                                                                                                                                                                  Engineer's Project No.: 24X.134934.000
Contractor:         FITZGERALD EXCAVATING & TRUCKING INC                                                                                                                                                                          Contractor's Project No.:
Project:            2025 STREET & UTILITY IMPROVEMENTS                                                                                                                                                                               Agency's Project No.:
Contract:

Application No.:             9                     Application Period:       From         07/18/26             to              09/02/26                                                                                                  Application Date:              09/08/26
     A                                   B                                    C                 D               E                  F                    F1                       F2                G                 H                      I                       J                 K            L
                                                                                                Contract Information                                         Previous Estimate                         Work Completed
                                                                                                                                                                                                                                                             Work Completed         % of
                                                                                                                                                                                                Estimated      Value of Work                                  and Materials        Value of
                                                                                                                           Value of Bid Item                                                     Quantity    Completed to Date Materials Currently Stored     Stored to Date        Item Balance to Finish (F
 Bid Item                                                                                                  Unit Price           (C X E)        Quantity Previous        Value Previous       Incorporated in       (E X G)             (not in G)                 (H + I)           (J / F)      - J)
   No.                              Description                          Item Quantity      Units             ($)                 ($)               Estimate               Estimate             the Work             ($)                  ($)                       ($)              (%)         ($)
                                                                                                                                            Original Contract
      1       MOBILIZATION                                                        1.00   LS                   37,500.00            37,500.00                 0.93                34,875.00             0.94          35,250.00                                      35,250.00          94%          2,250.00
      2       CLEARING                                                            6.00   EACH                  1,000.00             6,000.00                 6.00                 6,000.00             6.00           6,000.00                                       6,000.00         100%                  -
      3       GRUBBING                                                            6.00   EACH                    500.00             3,000.00                 7.00                 3,500.00             7.00           3,500.00                                       3,500.00         117%           (500.00)
      4       SALVAGE SIGN                                                        5.00   EACH                     50.00               250.00                 7.00                   350.00             7.00             350.00                                         350.00         140%           (100.00)
      5       SAWING CONCRETE PAVEMENT (FULL DEPTH)                              95.00   LF                        7.00               665.00               124.00                   868.00           124.00             868.00                                         868.00         131%           (203.00)
      6       SAWING BITUMINOUS PAVEMENT (FULL DEPTH)                           402.00   LF                        5.00             2,010.00               423.00                 2,115.00           423.00           2,115.00                                       2,115.00         105%           (105.00)
      7       REMOVE CURB AND GUTTER                                          1,305.00   LF                        5.00             6,525.00             1,313.00                 6,565.00         1,313.00           6,565.00                                       6,565.00         101%             (40.00)
      8       REMOVE CONCRETE DRIVEWAY PAVEMENT                                 128.00   SY                       10.00             1,280.00               114.50                 1,145.00           114.50           1,145.00                                       1,145.00          89%            135.00
      9       REMOVE BITUMINOUS DRIVEWAY PAVEMENT                               230.00   SY                        7.00             1,610.00               267.00                 1,869.00           267.00           1,869.00                                       1,869.00         116%           (259.00)
     10       REMOVE BITUMINOUS PAVEMENT                                      4,907.00   SY                        4.00            19,628.00             4,874.60                19,498.40         4,874.60          19,498.40                                      19,498.40          99%            129.60
     11       REMOVE CONCRETE WALK                                              480.00   SF                        2.00               960.00               360.10                   720.20           360.10             720.20                                         720.20          75%            239.80
     12       EXCAVATION - COMMON (P)                                         2,857.00   CY                       13.00            37,141.00             2,857.00                37,141.00         2,857.00          37,141.00                                      37,141.00         100%                  -
     13       EXCAVATION - SUBGRADE (P)                                       1,394.00   CY                       13.00            18,122.00             1,394.00                18,122.00         1,394.00          18,122.00                                      18,122.00         100%                  -
     14       EXPLORATORY EXCAVATION                                              8.00   HR                      300.00             2,400.00                16.50                 4,950.00            16.50           4,950.00                                       4,950.00         206%         (2,550.00)
     15       SELECT GRANULAR EMBANKMENT (CV) (P)                             1,394.00   CY                       25.00            34,850.00             1,394.00                34,850.00         1,394.00          34,850.00                                      34,850.00         100%                  -
     16       GEOTEXTILE FABRIC TYPE 9                                        5,574.00   SY                        2.50            13,935.00             5,653.70                14,134.25         5,653.70          14,134.25                                      14,134.25         101%           (199.25)
     17       AGGREGATE SURFACING CLASS 2                                        36.00   CY                       30.00             1,080.00                45.00                 1,350.00            45.00           1,350.00                                       1,350.00         125%           (270.00)
     18       AGGREGATE BASE (CV) CLASS 5 (P)                                 1,167.00   CY                       25.00            29,175.00             1,167.00                29,175.00         1,167.00          29,175.00                                      29,175.00         100%                  -
     19       SURFACE RESTORATION (2ND ST)                                        1.00   LS                   47,500.00            47,500.00                 1.00                47,500.00             1.00          47,500.00                                      47,500.00         100%                  -
     20       PAVEMENT MARKINGS (2ND ST)                                          1.00   LS                    4,860.00             4,860.00                    -                        -             1.00           4,860.00                                       4,860.00         100%                  -
     21       SURFACE RESTORATION (SANITARY REPAIR)                               3.00   EACH                  4,500.00            13,500.00                 4.00                18,000.00             4.00          18,000.00                                      18,000.00         133%         (4,500.00)
     22       GRAVEL RESTORATION (SANITARY REPAIR)                                1.00   EACH                  1,000.00             1,000.00                 1.00                 1,000.00             1.00           1,000.00                                       1,000.00         100%                  -
     23       TYPE SP 9.5 WEARING COURSE MIXTURE (3;C) 1.5" THICK             7,760.00   SY                        9.00            69,840.00             3,030.65                27,275.85         3,030.65          27,275.85                                      27,275.85          39%         42,564.15
     24       TYPE SP 12.5 WEARING COURSE MIXTURE (3;C) 2.0" THICK            2,807.00   SY                       11.75            32,982.25             3,030.65                35,610.14         3,030.65          35,610.14                                      35,610.14         108%         (2,627.89)
     25       TYPE SP 12.5 WEARING COURSE MIXTURE (3;C) 2.5" THICK            2,145.00   SY                       14.50            31,102.50             2,164.00                31,378.00         2,164.00          31,378.00                                      31,378.00         101%           (275.50)
     26       BITUMINOUS PATCH SPECIAL (DRIVEWAY)                                70.00   SY                       36.00             2,520.00               148.80                 5,356.80           148.80           5,356.80                                       5,356.80         213%         (2,836.80)
     27       6" PERF PVC PIPE DRAIN                                          2,281.00   LF                       15.25            34,785.25             2,836.30                43,253.58         2,836.30          43,253.58                                      43,253.58         124%         (8,468.33)
     28       SUMP PUMP SERVICE                                                  13.00   EACH                  1,000.00            13,000.00                12.00                12,000.00            12.00          12,000.00                                      12,000.00          92%          1,000.00
     29       DRAIN OUTLET DESIGN SPECIAL (END SECTION)                           1.00   EACH                    400.00               400.00                 1.00                   400.00             1.00             400.00                                         400.00         100%                  -
     30       6" PVC PIPE DRAIN CLEANOUT                                          7.00   EACH                    300.00             2,100.00                 8.00                 2,400.00             8.00           2,400.00                                       2,400.00         114%           (300.00)
     31       CONCRETE STEP                                                     170.00   SF                       30.00             5,100.00                77.90                 2,337.00            77.90           2,337.00                                       2,337.00          46%          2,763.00
     32       4" CONCRETE WALK                                                  355.00   SF                        7.50             2,662.50               309.50                 2,321.25           309.50           2,321.25                                       2,321.25          87%            341.25
     33       6" CONCRETE WALK                                                   70.00   SF                       12.25               857.50                61.00                   747.25            61.00             747.25                                         747.25          87%            110.25
     34       CONCRETE CURB AND GUTTER DESIGN B618                            1,060.00   LF                       25.80            27,348.00             1,157.00                29,850.60         1,157.00          29,850.60                                      29,850.60         109%         (2,502.60)
     35       CONCRETE CURB AND GUTTER DESIGN D DRIVEOVER                     1,910.00   LF                       23.75            45,362.50             1,872.00                44,460.00         1,872.00          44,460.00                                      44,460.00          98%            902.50
     36       6" CONCRETE DRIVEWAY PAVEMENT                                     175.00   SY                       88.25            15,443.75               146.80                12,955.10           146.80          12,955.10                                      12,955.10          84%          2,488.65
     37       7" CONCRETE DRIVEWAY PAVEMENT                                     420.00   SY                       92.50            38,850.00               350.80                32,449.00           350.80          32,449.00                                      32,449.00          84%          6,401.00
     38       7" CONCRETE VALLEY GUTTER                                          71.00   SY                       95.00             6,745.00                57.00                 5,415.00            57.00           5,415.00                                       5,415.00          80%          1,330.00
     39       TRUNCATED DOMES                                                    10.00   SF                       55.00               550.00                 9.00                   495.00             9.00             495.00                                         495.00          90%              55.00
     40       TRAFFIC CONTROL                                                     1.00   LS                   14,000.00            14,000.00                 0.93                13,020.00             0.94          13,160.00                                      13,160.00          94%            840.00
     41       INSTALL SIGN                                                        6.00   EACH                    350.00             2,100.00                 8.00                 2,800.00             8.00           2,800.00                                       2,800.00         133%           (700.00)
     42       STABILIZED CONSTRUCTION EXIT                                        2.00   LS                      500.00             1,000.00                 1.00                   500.00             1.00             500.00                                         500.00          50%            500.00
     43       EROSION CONTROL SUPERVISOR                                          1.00   LS                      500.00               500.00                 0.38                   187.50             0.38             187.50                                         187.50          38%            312.50
     44       STORM DRAIN INLET PROTECTION                                       30.00   EACH                    200.00             6,000.00                12.00                 2,400.00            12.00           2,400.00                                       2,400.00          40%          3,600.00
     45       SILT FENCE; TYPE MS                                               235.00   LF                        2.50               587.50               235.00                   587.50           235.00             587.50                                         587.50         100%                  -
     46       SEDIMENT CONTROL LOG TYPE WOOD FIBER                              240.00   LF                        5.00             1,200.00               420.00                 2,100.00           420.00           2,100.00                                       2,100.00         175%           (900.00)
     47       SEDIMENT CONTROL LOG TYPE ROCK                                    120.00   LF                        5.00               600.00                20.00                   100.00            20.00             100.00                                         100.00          17%            500.00
     48       COMPOST GRADE 2                                                   140.00   CY                       30.00             4,200.00                    -                        -                -                  -                                              -                       4,200.00
     49       FERTILIZER TYPE 3                                                 105.00   LB                        2.50               262.50                    -                        -                -                  -                                              -                         262.50
     50       SODDING                                                         2,515.00   SY                        7.00            17,605.00             2,720.00                19,040.00         2,832.00          19,824.00                                      19,824.00         113%         (2,219.00)




                                                                                                                            EJCDC C-620 Contractor's Application for Payment
Unit Price                                                                                                   (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.                                                                                                        1 of 5
                                                                                                                                                                                                                                                                                                                 20
Progress Estimate - Unit Price Work                                                                                                                                                                                                    Contractor's Application for Payment
Owner:              CITY OF KENYON                                                                                                                                                                                                Owner's Project No.:
Engineer:           BOLTON & MENK                                                                                                                                                                                               Engineer's Project No.: 24X.134934.000
Contractor:         FITZGERALD EXCAVATING & TRUCKING INC                                                                                                                                                                       Contractor's Project No.:
Project:            2025 STREET & UTILITY IMPROVEMENTS                                                                                                                                                                            Agency's Project No.:
Contract:

Application No.:            9                    Application Period:       From          07/18/26             to              09/02/26                                                                                                Application Date:              09/08/26
     A                                 B                                    C                  D               E                  F                    F1                       F2                G                 H                     I                      J              K           L
                                                                                               Contract Information                                         Previous Estimate                         Work Completed
                                                                                                                                                                                                                                                          Work Completed     % of
                                                                                                                                                                                             Estimated       Value of Work                                 and Materials    Value of
                                                                                                                          Value of Bid Item                                                   Quantity     Completed to Date Materials Currently Stored    Stored to Date    Item Balance to Finish (F
 Bid Item                                                                                                 Unit Price           (C X E)         Quantity Previous       Value Previous     Incorporated in        (E X G)             (not in G)                (H + I)       (J / F)      - J)
   No.                              Description                        Item Quantity       Units             ($)                 ($)              Estimate                Estimate           the Work              ($)                  ($)                      ($)          (%)         ($)
    51        RAPID STABILIZATION METHOD 2                                   1,258.00   SY                         3.00            3,774.00             1,487.10               4,461.30           1,487.10           4,461.30                                      4,461.30     118%         (687.30)
    52        TOPSOIL PREPARATION                                            2,515.00   SY                         2.50            6,287.50             2,720.00               6,800.00           2,832.00           7,080.00                                      7,080.00     113%         (792.50)
    53        TURF MAINTENANCE                                                  60.00   DAY                      75.00             4,500.00                29.00               2,175.00              32.00           2,400.00                                      2,400.00      53%         2,100.00
    54        TURF RESTORATION (2ND ST)                                          1.00   LS                    2,500.00             2,500.00                    -                      -                  -                  -                                             -                  2,500.00
    55        CONSTRUCTION ALLOWANCE                                        74,000.00   UNIT                       1.00           74,000.00            56,220.00              56,220.00          63,491.00          63,491.00                                     63,491.00      86%       10,509.00
    56        REMOVE MANHOLE (SANITARY)                                          2.00   EACH                    400.00               800.00                 2.00                 800.00               2.00             800.00                                        800.00     100%                -
    57        REMOVE SEWER PIPE (SANITARY)                                     340.00   LF                         5.00            1,700.00               339.00               1,695.00             339.00           1,695.00                                      1,695.00     100%             5.00
    58        CONNECT TO EXISTING SANITARY SEWER                                 1.00   EACH                  1,500.00             1,500.00                 1.00               1,500.00               1.00           1,500.00                                      1,500.00     100%                -
    59        8"X6" PVC WYE                                                     12.00   EACH                    375.00             4,500.00                17.00               6,375.00              17.00           6,375.00                                      6,375.00     142%       (1,875.00)
    60        8" PVC PIPE SEWER                                                424.00   LF                       65.00            27,560.00               419.00              27,235.00             419.00          27,235.00                                     27,235.00      99%           325.00
    61        6" PVC SANITARY SERVICE PIPE                                     400.00   LF                       40.00            16,000.00               346.00              13,840.00             346.00          13,840.00                                     13,840.00      87%         2,160.00
    62        2" PE PRESSURE SEWER SERVICE                                     105.00   LF                       40.00             4,200.00               108.00               4,320.00             108.00           4,320.00                                      4,320.00     103%         (120.00)
    63        LINING SEWER PIPE 8"                                           3,648.00   LF                       41.50          151,392.00              3,650.00            151,475.00            3,650.00         151,475.00                                   151,475.00      100%           (83.00)
    64        CASTING ASSEMBLY (SANITARY)                                        2.00   EACH                  1,300.00             2,600.00                    -                      -                  -                  -                                             -                  2,600.00
    65        FINAL CASTING ADJUSTMENT (DONUT CUT)                               5.00   EACH                  1,700.00             8,500.00                    -                      -                  -                  -                                             -                  8,500.00
    66        CONSTRUCT DRAINAGE STRUCTURE DESIGN 4007                          14.70   LF                      500.00             7,350.00                14.70               7,350.00              14.70           7,350.00                                      7,350.00     100%                -
    67        SANITARY LATERAL REINSTATEMENT                                    56.00   EACH                     55.00             3,080.00                66.00               3,630.00              66.00           3,630.00                                      3,630.00     118%         (550.00)
    68        TRIMMING PROTRUDING TAPS                                           7.00   EACH                  1,139.00             7,973.00                 7.00               7,973.00               7.00           7,973.00                                      7,973.00     100%                -
    69        SANITARY LATERAL GROUTING                                         56.00   EACH                    450.00            25,200.00                45.00              20,250.00              44.00          19,800.00                                     19,800.00      79%         5,400.00
    70        LATERAL CLEANING                                                  28.00   EACH                    500.00            14,000.00                22.00              11,000.00               3.00           1,500.00                                      1,500.00      11%       12,500.00
    71        ROOT CUTTING                                                   1,200.00   LF                         3.00            3,600.00             1,225.00               3,675.00           1,225.00           3,675.00                                      3,675.00     102%           (75.00)
    72        SANITARY MANHOLE REHABILITATION (SPRAY-ON)                         9.00   EACH                  5,320.00            47,880.00                 7.20              38,304.00               9.00          47,880.00                                     47,880.00     100%                -
    73        SANITARY SEWER BYPASSING                                           1.00   LS                    2,815.00             2,815.00                 1.00               2,815.00               1.00           2,815.00                                      2,815.00     100%                -
    74        POINT REPAIR - SANITARY SEWER PIPE                                 4.00   EACH                  4,500.00            18,000.00                 5.00              22,500.00               5.00          22,500.00                                     22,500.00     125%       (4,500.00)
    75        INTERNAL POINT REPAIR (SHORT LINER)                                3.00   EACH                  2,000.00             6,000.00                    -                      -                  -                  -                                             -                  6,000.00
    76        INTERNAL CHIMNEY SEAL (REHAB)                                      7.00   EACH                  1,550.00            10,850.00                 5.60               8,680.00               5.60           8,680.00                                      8,680.00      80%         2,170.00
    77        REPLACE & ADJUST RING AND CASTING                                  3.00   EACH                  1,400.00             4,200.00                 1.50               2,100.00               1.50           2,100.00                                      2,100.00      50%         2,100.00
    78        SANITARY SEWER TRACER SYSTEM                                       1.00   LS                    2,600.00             2,600.00                 1.00               2,600.00               1.00           2,600.00                                      2,600.00     100%                -
    79        REMOVE GATE VALVE AND BOX                                         16.00   EACH                    300.00             4,800.00                16.00               4,800.00              16.00           4,800.00                                      4,800.00     100%                -
    80        REMOVE CURB STOP AND BOX                                          22.00   EACH                    150.00             3,300.00                24.00               3,600.00              24.00           3,600.00                                      3,600.00     109%         (300.00)
    81        REMOVE HYDRANT                                                     6.00   EACH                    400.00             2,400.00                 6.00               2,400.00               6.00           2,400.00                                      2,400.00     100%                -
    82        REMOVE WATER MAIN                                              1,806.00   LF                         5.00            9,030.00             2,188.00              10,940.00           2,188.00          10,940.00                                     10,940.00     121%       (1,910.00)
    83        TEMPORARY WATER SERVICE                                            1.00   LS                  20,000.00             20,000.00                 1.00              20,000.00               1.00          20,000.00                                     20,000.00     100%                -
    84        CONNECT TO EXISTING WATER MAIN                                    12.00   EACH                  1,500.00            18,000.00                12.00              18,000.00              12.00          18,000.00                                     18,000.00     100%                -
    85        DISCONNECT EXISTING WATER MAIN (P)                                 3.00   EACH                    900.00             2,700.00                 3.00               2,700.00               3.00           2,700.00                                      2,700.00     100%                -
    86        HYDRANT (8.0' BURY)                                                5.00   EACH                  6,600.00            33,000.00                 5.00              33,000.00               5.00          33,000.00                                     33,000.00     100%                -
    87        HYDRANT (11' BURY)                                                 1.00   EACH                  8,000.00             8,000.00                 1.00               8,000.00               1.00           8,000.00                                      8,000.00     100%                -
    88        ADJUST VALVE BOX                                                  18.00   EACH                    300.00             5,400.00                 4.00               1,200.00               4.00           1,200.00                                      1,200.00      22%         4,200.00
    89        1" CORPORATION STOP                                               27.00   EACH                    450.00            12,150.00                26.00              11,700.00              26.00          11,700.00                                     11,700.00      96%           450.00
    90        6" GATE VALVE AND BOX                                             16.00   EACH                  2,675.00            42,800.00                16.00              42,800.00              16.00          42,800.00                                     42,800.00     100%                -
    91        8" GATE VALVE AND BOX                                              2.00   EACH                  3,500.00             7,000.00                 2.00               7,000.00               2.00           7,000.00                                      7,000.00     100%                -
    92        10" GATE VALVE AND BOX                                             2.00   EACH                  6,000.00            12,000.00                 2.00              12,000.00               2.00          12,000.00                                     12,000.00     100%                -
    93        1" CURB STOP AND BOX                                              27.00   EACH                    500.00            13,500.00                26.00              13,000.00              26.00          13,000.00                                     13,000.00      96%           500.00
    94        1" TYPE PE PIPE                                                  765.00   LF                       35.00            26,775.00               675.00              23,625.00             675.00          23,625.00                                     23,625.00      88%         3,150.00
    95        DIRECTIONAL DRILL SERVICE BELOW CSAH 12                            2.00   EACH                  5,000.00            10,000.00                 2.00              10,000.00               2.00          10,000.00                                     10,000.00     100%                -
    96        6" PVC WATERMAIN                                                  65.00   LF                       50.00             3,250.00                99.50               4,975.00              99.50           4,975.00                                      4,975.00     153%       (1,725.00)
    97        8" PVC WATERMAIN                                                 645.00   LF                       57.00            36,765.00               645.00              36,765.00             645.00          36,765.00                                     36,765.00     100%                -
    98        10" PVC WATERMAIN                                              1,130.00   LF                       75.00            84,750.00             1,104.00              82,800.00           1,104.00          82,800.00                                     82,800.00      98%         1,950.00
    99        10" PVC WATERMAIN (DIRECTIONAL DRILLED)                          780.00   LF                      185.00          144,300.00                780.00            144,300.00              780.00         144,300.00                                   144,300.00      100%                -
   100        4" INSULATION                                                     99.00   SY                       50.00             4,950.00                88.50               4,425.00              88.50           4,425.00                                      4,425.00      89%           525.00
   101        WATERMAIN FITTINGS                                             2,992.00   LB                       15.00            44,880.00             2,992.00              44,880.00           2,992.00          44,880.00                                     44,880.00     100%                -




                                                                                                                           EJCDC C-620 Contractor's Application for Payment
Unit Price                                                                                                                                                                                                                                                                                       2 of 5
                                                                                                            (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.                                                                                                           21
Progress Estimate - Unit Price Work                                                                                                                                                                                                   Contractor's Application for Payment
Owner:              CITY OF KENYON                                                                                                                                                                                               Owner's Project No.:
Engineer:           BOLTON & MENK                                                                                                                                                                                              Engineer's Project No.: 24X.134934.000
Contractor:         FITZGERALD EXCAVATING & TRUCKING INC                                                                                                                                                                      Contractor's Project No.:
Project:            2025 STREET & UTILITY IMPROVEMENTS                                                                                                                                                                           Agency's Project No.:
Contract:

Application No.:             9                     Application Period:       From          07/18/26           to              09/02/26                                                                                               Application Date:              09/08/26
     A                                   B                                    C                D               E                  F                    F1                       F2                G                 H                   I                       J              K            L
                                                                                               Contract Information                                         Previous Estimate                         Work Completed
                                                                                                                                                                                                                                                         Work Completed      % of
                                                                                                                                                                                           Estimated       Value of Work                                  and Materials     Value of
                                                                                                                          Value of Bid Item                                                 Quantity     Completed to Date Materials Currently Stored     Stored to Date     Item Balance to Finish (F
 Bid Item                                                                                                 Unit Price           (C X E)       Quantity Previous         Value Previous   Incorporated in        (E X G)             (not in G)                 (H + I)        (J / F)      - J)
    No.                              Description                         Item Quantity       Units           ($)                 ($)            Estimate                  Estimate         the Work              ($)                  ($)                       ($)           (%)         ($)
    102       VALVE BOX TOP SECTION & CAP                                          1.00   EACH                  250.00               250.00               2.00                   500.00             2.00             500.00                                         500.00      200%         (250.00)
    103       WATERMAIN TRACER SYSTEM                                              1.00   LS                  5,000.00             5,000.00               1.00                 5,000.00             1.00           5,000.00                                       5,000.00      100%                -
    104       REMOVE PIPE APRON                                                    1.00   EACH                  250.00               250.00               1.00                   250.00             1.00             250.00                                         250.00      100%                -
    105       REMOVE MANHOLE OR CATCH BASIN                                        1.00   EACH                  400.00               400.00               1.00                   400.00             1.00             400.00                                         400.00      100%                -
    106       REMOVE SEWER PIPE (STORM)                                          118.00   LF                       9.00            1,062.00             118.00                 1,062.00           118.00           1,062.00                                       1,062.00      100%                -
    107       SALVAGE CASTING                                                      1.00   EACH                  100.00               100.00               1.00                   100.00             1.00             100.00                                         100.00      100%                -
    108       24" RC PIPE APRON                                                    1.00   EACH                1,500.00             1,500.00               1.00                 1,500.00             1.00           1,500.00                                       1,500.00      100%                -
    109       TRASH GUARD FOR 24" PIPE APRON                                       1.00   EACH                1,600.00             1,600.00               1.00                 1,600.00             1.00           1,600.00                                       1,600.00      100%                -
    110       24" RC PIPE SEWER DESIGN 3006 CLASS III                             40.00   LF                    110.00             4,400.00              40.00                 4,400.00            40.00           4,400.00                                       4,400.00      100%                -
    111       CONNECT TO EXISTING STORM SEWER                                      1.00   EACH                1,000.00             1,000.00               1.00                 1,000.00             1.00           1,000.00                                       1,000.00      100%                -
    112       CONNECT TO EXISTING DRAINAGE STRUCTURE                               2.00   EACH                1,500.00             3,000.00               2.00                 3,000.00             2.00           3,000.00                                       3,000.00      100%                -
    113       12" PIPE SEWER                                                      81.00   LF                     45.00             3,645.00              81.00                 3,645.00            81.00           3,645.00                                       3,645.00      100%                -
    114       18" PIPE SEWER                                                     732.00   LF                     55.00            40,260.00             732.00                40,260.00           732.00          40,260.00                                      40,260.00      100%                -
    115       24" PIPE SEWER                                                     219.00   LF                     68.00            14,892.00             218.00                14,824.00           218.00          14,824.00                                      14,824.00      100%            68.00
    116       CASTING ASSEMBLY (STORM)                                            13.00   EACH                1,200.00            15,600.00               9.00                10,800.00             9.00          10,800.00                                      10,800.00       69%         4,800.00
    117       FINAL CASTING ADJUSTMENT (DONUT CUT)                                 4.00   EACH                1,700.00             6,800.00                  -                        -                -                  -                                               -                  6,800.00
    118       CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (R-1)                   21.00   LF                    450.00             9,450.00              21.00                 9,450.00            21.00           9,450.00                                       9,450.00      100%                -
    119       CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020                         10.20   LF                    600.00             6,120.00              10.20                 6,120.00            10.20           6,120.00                                       6,120.00      100%                -
    120       CONSTRUCT DRAINAGE STRUCTURE DESIGN 54-4020                          9.00   LF                    950.00             8,550.00               9.00                 8,550.00             9.00           8,550.00                                       8,550.00      100%                -
    121       CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4022                          4.60   LF                    500.00             2,300.00               4.60                 2,300.00             4.60           2,300.00                                       2,300.00      100%                -
    122       CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4022                          6.30   LF                  1,000.00             6,300.00               6.30                 6,300.00             6.30           6,300.00                                       6,300.00      100%                -
    123       RECONSTRUCT DRAINAGE STRUCTURE                                       9.90   LF                    700.00             6,930.00               9.90                 6,930.00             9.90           6,930.00                                       6,930.00      100%                -
   1001       MOBILIZATION (5TH ST)                                                1.00   LS                10,000.00             10,000.00               1.00                10,000.00             1.00          10,000.00                                      10,000.00      100%                -
   1002       SALVAGE SIGN                                                         1.00   EACH                   50.00                 50.00              1.00                    50.00             1.00               50.00                                          50.00     100%                -
   1003       SAWING BITUMINOUS PAVEMENT (FULL DEPTH)                            516.00   LF                       5.00            2,580.00             567.00                 2,835.00           567.00           2,835.00                                       2,835.00      110%         (255.00)
   1004       REMOVE CURB & GUTTER                                               315.00   LF                       5.00            1,575.00             328.00                 1,640.00           328.00           1,640.00                                       1,640.00      104%           (65.00)
   1005       REMOVE BITUMINOUS DRIVEWAY PAVEMENT                                 34.00   SY                       7.00              238.00              44.00                   308.00            44.00             308.00                                         308.00      129%           (70.00)
   1006       REMOVE BITUMINOUS PAVEMENT                                       1,541.00   SY                       5.00            7,705.00           1,659.10                 8,295.50         1,659.10           8,295.50                                       8,295.50      108%         (590.50)
   1007       EXCAVATION - COMMON (P)                                          1,216.00   CY                     16.00            19,456.00           1,216.00                19,456.00         1,216.00          19,456.00                                      19,456.00      100%                -
   1008       EXCAVATION - SUBGRADE (P)                                          347.00   CY                     16.00             5,552.00             347.00                 5,552.00           347.00           5,552.00                                       5,552.00      100%                -
   1009       SELECT GRANULAR EMBANKMENT (CV) (P)                                347.00   CY                     25.00             8,675.00             347.00                 8,675.00           347.00           8,675.00                                       8,675.00      100%                -
   1010       GEOTEXTILE FABRIC TYPE 9                                         2,847.00   SY                       2.25            6,405.75           1,984.00                 4,464.00         1,984.00           4,464.00                                       4,464.00       70%         1,941.75
   1011       AGGREGATE BASE (CV) CLASS 5 (P)                                    526.00   CY                     25.00            13,150.00             526.00                13,150.00           526.00          13,150.00                                      13,150.00      100%                -
   1012       TYPE SP 9.5 WEARING COURSE MIXTURE (3;C) 1.5" THICK              3,553.00   SY                       9.00           31,977.00           3,711.00                33,399.00         3,711.00          33,399.00                                      33,399.00      104%       (1,422.00)
   1013       TYPE SP 12.5 WEARING COURSE MIXTURE (3;C) 2.0" THICK             1,777.00   SY                     11.75            20,879.75           1,773.00                20,832.75         1,773.00          20,832.75                                      20,832.75      100%            47.00
   1014       BITUMINOUS PATCH SPECIAL (DRIVEWAY)                                 25.00   SY                     38.25               956.25              15.00                   573.75            15.00             573.75                                         573.75       60%           382.50
   1015       6" PERF PVC PIPE DRAIN                                             795.00   LF                     15.00            11,925.00             822.00                12,330.00           822.00          12,330.00                                      12,330.00      103%         (405.00)
   1016       6" PVC PIPE DRAIN CLEANOUT                                           4.00   EACH                  300.00             1,200.00               4.00                 1,200.00             4.00           1,200.00                                       1,200.00      100%                -
   1017       4" CONCRETE WALK                                                 3,535.00   SF                       7.50           26,512.50           3,851.00                28,882.50         3,851.00          28,882.50                                      28,882.50      109%       (2,370.00)
   1018       6" CONCRETE WALK                                                   335.00   SF                     12.25             4,103.75             254.50                 3,117.63           254.50           3,117.63                                       3,117.63       76%           986.12
   1019       TRUNCATED DOMES                                                     90.00   SF                     55.00             4,950.00              90.00                 4,950.00            90.00           4,950.00                                       4,950.00      100%                -
   1020       CONCRETE CURB AND GUTTER DESIGN B618                               855.00   LF                     25.75            22,016.25             888.40                22,876.30           888.40          22,876.30                                      22,876.30      104%         (860.05)
   1021       7" CONCRETE VALLEY GUTTER                                          117.00   SY                     95.00            11,115.00             101.00                 9,595.00           101.00           9,595.00                                       9,595.00       86%         1,520.00
   1022       7" CONCRETE DRIVEWAY PAVEMENT (COMMERCIAL)                          40.00   SY                     92.50             3,700.00              32.80                 3,034.00            32.80           3,034.00                                       3,034.00       82%           666.00
   1023       CONCRETE SILL                                                      420.00   LF                     12.50             5,250.00             413.00                 5,162.50           413.00           5,162.50                                       5,162.50       98%            87.50
   1024       TRAFFIC CONTROL (5TH ST)                                             1.00   LS                  1,525.00             1,525.00               1.00                 1,525.00             1.00           1,525.00                                       1,525.00      100%                -
   1025       INSTALL SIGN                                                         1.00   EACH                  350.00               350.00               1.00                   350.00             1.00             350.00                                         350.00      100%                -
   1026       STABILIZED CONSTRUCTION EXIT                                         1.00   LS                    500.00               500.00                  -                        -                -                  -                                               -                    500.00
   1027       STORM DRAIN INLET PROTECTION                                         9.00   EACH                  200.00             1,800.00                  -                        -                -                  -                                               -                  1,800.00
   1028       SILT FENCE; TYPE MS                                                523.00   LF                       2.25            1,176.75                  -                        -                -                  -                                               -                  1,176.75
   1029       SEDIMENT CONTROL LOG TYPE WOOD FIBER                                60.00   LF                       5.00              300.00             700.00                 3,500.00           700.00           3,500.00                                       3,500.00    1167%        (3,200.00)




                                                                                                                           EJCDC C-620 Contractor's Application for Payment
Unit Price                                                                                                                                                                                                                                                                                       3 of 5
                                                                                                            (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.                                                                                                           22
Progress Estimate - Unit Price Work                                                                                                                                                                                                     Contractor's Application for Payment
Owner:              CITY OF KENYON                                                                                                                                                                                                 Owner's Project No.:
Engineer:           BOLTON & MENK                                                                                                                                                                                                Engineer's Project No.: 24X.134934.000
Contractor:         FITZGERALD EXCAVATING & TRUCKING INC                                                                                                                                                                        Contractor's Project No.:
Project:            2025 STREET & UTILITY IMPROVEMENTS                                                                                                                                                                             Agency's Project No.:
Contract:

Application No.:             9                     Application Period:       From          07/18/26             to              09/02/26                                                                                               Application Date:              09/08/26
     A                                   B                                    C                  D               E                  F                    F1                       F2                G                 H                   I                       J              K            L
                                                                                                 Contract Information                                         Previous Estimate                         Work Completed
                                                                                                                                                                                                                                                           Work Completed      % of
                                                                                                                                                                                             Estimated       Value of Work                                  and Materials     Value of
                                                                                                                            Value of Bid Item                                                 Quantity     Completed to Date Materials Currently Stored     Stored to Date     Item Balance to Finish (F
 Bid Item                                                                                                   Unit Price           (C X E)       Quantity Previous         Value Previous   Incorporated in        (E X G)             (not in G)                 (H + I)        (J / F)      - J)
    No.                             Description                          Item Quantity       Units             ($)                 ($)            Estimate                  Estimate         the Work              ($)                  ($)                       ($)           (%)         ($)
   1030       SEDIMENT CONTROL LOG TYPE ROCK                                      40.00   LF                         5.00              200.00                  -                        -                -                  -                                               -                    200.00
   1031       COMPOST GRADE 2                                                     39.00   CY                       30.00             1,170.00                  -                        -                -                  -                                               -                  1,170.00
   1032       FERTILIZER TYPE 3                                                   29.00   LB                         2.50                72.50                 -                        -                -                  -                                               -                     72.50
   1033       SODDING                                                            700.00   SY                         7.00            4,900.00           1,033.00                 7,231.00         1,033.00           7,231.00                                       7,231.00      148%       (2,331.00)
   1034       RAPID STABILIZATION METHOD 2                                       350.00   SY                         3.00            1,050.00                  -                        -                -                  -                                               -                  1,050.00
   1035       TOPSOIL PREPARATION                                                700.00   SY                         2.50            1,750.00           1,033.00                 2,582.50         1,033.00           2,582.50                                       2,582.50      148%         (832.50)
   1036       TURF MAINTENANCE (5TH ST)                                           30.00   DAY                     100.00             3,000.00               7.00                   700.00             7.00             700.00                                         700.00       23%         2,300.00
   1037       REMOVE HYDRANT                                                       1.00   EACH                    400.00               400.00               1.00                   400.00             1.00             400.00                                         400.00      100%                -
   1038       REMOVE WATERMAIN PIPE                                              538.00   LF                         5.00            2,690.00             553.00                 2,765.00           553.00           2,765.00                                       2,765.00      103%           (75.00)
   1039       CONNECT TO EXIST WATERMAIN                                           2.00   EACH                  1,500.00             3,000.00               2.00                 3,000.00             2.00           3,000.00                                       3,000.00      100%                -
   1040       ADJUST VALVE BOX                                                     2.00   EACH                    300.00               600.00               2.00                   600.00             2.00             600.00                                         600.00      100%                -
   1041       6" GATE VALVE & BOX                                                  3.00   EACH                  2,500.00             7,500.00               3.00                 7,500.00             3.00           7,500.00                                       7,500.00      100%                -
   1042       6" PVC WATERMAIN                                                    15.00   LF                    3,500.00            52,500.00               0.40                 1,400.00             0.40           1,400.00                                       1,400.00         3%      51,100.00
   1043       8" PVC WATERMAIN                                                   520.00   LF                       55.00            28,600.00             494.80                27,214.00           494.80          27,214.00                                      27,214.00       95%         1,386.00
   1044       HYDRANT (8' BURY)                                                    1.00   EACH                  6,500.00             6,500.00               1.00                 6,500.00             1.00           6,500.00                                       6,500.00      100%                -
   1045       WATERMAIN FITTINGS                                                 300.00   LB                       15.25             4,575.00             457.90                 6,982.98           457.90           6,982.98                                       6,982.98      153%       (2,407.98)
   1046       WATERMAIN TRACER SYSTEM (5TH ST)                                     1.00   LS                    5,000.00             5,000.00               1.00                 5,000.00             1.00           5,000.00                                       5,000.00      100%                -
   1047       REMOVE MANHOLE OR CATCH BASIN                                        1.00   EACH                    500.00               500.00               1.00                   500.00             1.00             500.00                                         500.00      100%                -
   1048       REMOVE SEWER PIPE (STORM)                                           85.00   LF                         9.00              765.00              71.00                   639.00            71.00             639.00                                         639.00       84%           126.00
   1049       CONNECT TO EXISTING STORM                                            2.00   EACH                  1,250.00             2,500.00               2.00                 2,500.00             2.00           2,500.00                                       2,500.00      100%                -
   1050       CONNECT TO EXISTING DRAINAGE STRUCTURE                               1.00   EACH                  1,500.00             1,500.00               1.00                 1,500.00             1.00           1,500.00                                       1,500.00      100%                -
   1051       18" PIPE SEWER                                                      46.00   LF                       55.00             2,530.00              72.20                 3,971.00            72.20           3,971.00                                       3,971.00      157%       (1,441.00)
   1052       STORM SEWER CASTING ASSEMBLY                                         2.00   EACH                  1,200.00             2,400.00               3.00                 3,600.00             3.00           3,600.00                                       3,600.00      150%       (1,200.00)
   1053       CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (R-1)                    4.30   LF                      450.00             1,935.00               4.30                 1,935.00             4.30           1,935.00                                       1,935.00      100%                -
   1054       CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4022                          5.20   LF                      500.00             2,600.00               5.20                 2,600.00             5.20           2,600.00                                       2,600.00      100%                -
   1055       CONSTRUCTION ALLOWANCE (5TH ST)                                 18,000.00   UNIT                       1.00           18,000.00          20,846.40                20,846.40        20,846.40          20,846.40                                      20,846.40      116%       (2,846.40)
   2001       MOBILIZATION (FOREST M&O)                                            1.00   LS                    5,000.00             5,000.00               1.00                 5,000.00             1.00           5,000.00                                       5,000.00      100%                -
   2002       BITUMINOUS PATCH SPECIAL (PARTIAL DEPTH)                           110.00   SY                       38.25             4,207.50                  -                        -                -                  -                                               -                  4,207.50
   2003       MILL BITUMINOUS PAVEMENT (2")                                    2,832.00   SY                         3.00            8,496.00           2,832.00                 8,496.00         2,832.00           8,496.00                                       8,496.00      100%                -
   2004       BITUMINOUS MATERIAL FOR TACK COAT                                  283.00   GAL                        3.50              990.50             175.00                   612.50           175.00             612.50                                         612.50       62%           378.00
   2005       TYPE SP 12.5 WEARING COURSE MIXTURE (3;B) 2.0" THICK             2,832.00   SY                       11.00            31,152.00           2,672.00                29,392.00         2,672.00          29,392.00                                      29,392.00       94%         1,760.00
   2006       ADJUST VALVE BOX                                                     2.00   EACH                    300.00               600.00                  -                        -                -                  -                                               -                    600.00
   2007       7" CONCRETE DRIVEWAY PAVEMENT (COMMERCIAL)                          15.00   SY                       92.50             1,387.50              10.00                   925.00            10.00             925.00                                         925.00       67%           462.50
   2008       TRAFFIC CONTROL (FOREST ST M&O)                                      1.00   LS                      700.00               700.00               1.00                   700.00             1.00             700.00                                         700.00      100%                -
   2009       CONSTRUCTION ALLOWANCE (FOREST ST M&O)                           1,000.00   UNIT                       1.00            1,000.00                  -                        -                -                  -                                               -                  1,000.00
   3001       MOBILIZATION (RED WING AVE)                                          1.00   LS                    2,000.00             2,000.00               1.00                 2,000.00             1.00           2,000.00                                       2,000.00      100%                -
   3002       TREE CLEARING                                                        1.00   EACH                  1,200.00             1,200.00               1.00                 1,200.00             1.00           1,200.00                                       1,200.00      100%                -
   3003       TREE GRUBBING                                                        1.00   EACH                    500.00               500.00               1.00                   500.00             1.00             500.00                                         500.00      100%                -
   3004       SALVAGE SIGN                                                         1.00   EACH                     50.00                 50.00              1.00                    50.00             1.00               50.00                                          50.00     100%                -
   3005       REMOVE CURB & GUTTER                                                15.00   LF                         5.00                75.00             15.00                    75.00            15.00               75.00                                          75.00     100%                -
   3006       EXCAVATION - COMMON (P)                                            167.00   CY                       16.00             2,672.00             167.00                 2,672.00           167.00           2,672.00                                       2,672.00      100%                -
   3007       4" CONCRETE WALK                                                 1,545.00   SF                         7.50           11,587.50           1,540.00                11,550.00         1,540.00          11,550.00                                      11,550.00      100%            37.50
   3008       6" CONCRETE WALK                                                    85.00   SF                       12.25             1,041.25              81.00                   992.25            81.00             992.25                                         992.25       95%            49.00
   3009       TRUNCATED DOMES                                                     10.00   SF                       55.00               550.00              10.00                   550.00            10.00             550.00                                         550.00      100%                -
   3010       CONCRETE CURB AND GUTTER DESIGN B618                                15.00   LF                       25.75               386.25              15.00                   386.25            15.00             386.25                                         386.25      100%                -
   3011       7" CONCRETE DRIVEWAY PAVEMENT (COMMERCIAL)                          25.00   SY                       92.50             2,312.50              19.20                 1,776.00            19.20           1,776.00                                       1,776.00       77%           536.50
   3012       STORM DRAIN INLET PROTECTION                                         2.00   EACH                    200.00               400.00                  -                        -                -                  -                                               -                    400.00
   3013       SEDIMENT CONTROL LOG TYPE ROCK                                      10.00   LF                         5.00                50.00                 -                        -                -                  -                                               -                     50.00
   3014       COMPOST GRADE 2                                                     30.00   CY                       30.00               900.00                  -                        -                -                  -                                               -                    900.00




                                                                                                                             EJCDC C-620 Contractor's Application for Payment
Unit Price                                                                                                    (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.                                                                                                  4 of 5
                                                                                                                                                                                                                                                                                                            23
Progress Estimate - Unit Price Work                                                                                                                                                                                                         Contractor's Application for Payment
Owner:              CITY OF KENYON                                                                                                                                                                                                      Owner's Project No.:
Engineer:           BOLTON & MENK                                                                                                                                                                                                     Engineer's Project No.: 24X.134934.000
Contractor:         FITZGERALD EXCAVATING & TRUCKING INC                                                                                                                                                                             Contractor's Project No.:
Project:            2025 STREET & UTILITY IMPROVEMENTS                                                                                                                                                                                  Agency's Project No.:
Contract:

Application No.:            9                     Application Period:       From           07/18/26            to              09/02/26                                                                                                    Application Date:              09/08/26
     A                                 B                                     C                D               E                    F                    F1                       F2                G                 H                         I                      J              K            L
                                                                                              Contract Information                                           Previous Estimate                         Work Completed
                                                                                                                                                                                                                                                        Work Completed     % of
                                                                                                                                                                                              Estimated      Value of Work                               and Materials    Value of
                                                                                                                          Value of Bid Item                                                    Quantity    Completed to Date Materials Currently Stored  Stored to Date    Item Balance to Finish (F
 Bid Item                                                                                                  Unit Price          (C X E)       Quantity Previous          Value Previous     Incorporated in       (E X G)             (not in G)              (H + I)       (J / F)      - J)
    No.                            Description                          Item Quantity        Units             ($)               ($)            Estimate                   Estimate           the Work             ($)                  ($)                    ($)          (%)         ($)
   3015       FERTILIZER TYPE 3                                                  23.00   LB                         2.50               57.50                -                          -                 -                  -                                           -                     57.50
   3016       SODDING                                                           535.00   SY                         7.00           3,745.00            544.00                   3,808.00            544.00           3,808.00                                    3,808.00     102%           (63.00)
   3017       RAPID STABILIZATION METHOD 2                                      268.00   SY                         3.00             804.00                 -                          -                 -                  -                                           -                    804.00
   3018       INSTALL SIGN                                                        1.00   EACH                    350.00              350.00               1.00                    350.00              1.00             350.00                                      350.00     100%                -
   3019       TOPSOIL PREPARATION                                               535.00   SY                         2.50           1,337.50            544.00                   1,360.00            544.00           1,360.00                                    1,360.00     102%           (22.50)
   3020       TURF MAINTENANCE (RED WING AVE WALK)                               30.00   DAY                     500.00           15,000.00               7.00                  3,500.00              7.00           3,500.00                                    3,500.00      23%       11,500.00
   3021       CONSTRUCTION ALLOWANCE (RED WING AVE WALK)                      1,000.00   UNIT                       1.00           1,000.00                 -                          -                 -                  -                                           -                  1,000.00
                                                                                                 Original Contract Totals $ 2,294,629.25                               $ 2,103,457.53                       $ 2,117,018.53 $                        -   $ 2,117,018.53         92% $   177,610.72

                                                                                                                                              Change Orders
    209       10" PVC WATERMAIN (DIRECTIONAL DRILLED)                         (204.40) L F                       185.00           (37,814.00)            (204.40)            (37,814.00)           (204.40)        (37,814.00)                                       (37,814.00)     100%                   -
                                                                                                                                           -                                                                                -                                                 -                             -
                                                                                                      Change Order Totals $       (37,814.00)                     $          (37,814.00)                      $    (37,814.00) $                        -      $     (37,814.00)     100% $             -

                                                                                                                                   Original Contract and Change Orders
                                                                                                            Project Totals $    2,256,815.25                       $ 2,065,643.53                             $   2,079,204.53   $                      -      $   2,079,204.53          92% $   177,610.72




                                                                                                                            EJCDC C-620 Contractor's Application for Payment
Unit Price                                                                                                                                                                                                                                                                                             5 of 5
                                                                                                             (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.                                                                                                                24
Retainage Summary                                                                                                                                                                     Contractor's Application for Payment
Owner:               CITY OF KENYON                                                                                                                                    Owner's Project No.:
Engineer:            BOLTON & MENK                                                                                                                                   Engineer's Project No.:                         24X.134934.000
Contractor:          FITZGERALD EXCAVATING & TRUCKING INC                                                                                                          Contractor's Project No.:
Project:             2025 STREET & UTILITY IMPROVEMENTS                                                                                                               Agency's Project No.:
Contract:

Application No.:              9                               Application Period:         From               07/18/26                 to                09/02/26                                 Application Date:       09/08/26
                                                                                 A                                                                                                B                      C                 D
Summary of Retainage:                                                                                                                                                       Estimated Cost      Calculation Factor   Amount Retained

                                                      Percent Retainage (1% of work substantially completed)                                                                     1%                  2,079,204.53 $          20,792.05

      Location                                                          Punch List Description & Cost Estimation

      8th St         Replace sod below lawn repairs                                                    5 repairs at $100/each                                           $            500.00           250%           $        1,250.00
      8th St         Adjust 2 Valve boxes on south side 8th & Forest                                   2 @300 each                                                      $            600.00           250%           $        1,500.00
      8th St         Skim Coat/Add'l Asphalt for service line settlements                              5 @ 1000/each                                                    $          5,000.00           250%           $       12,500.00
      2nd St         Repair damaged asphalt at 2nd & Slee Mini Storage parking lot                     6 SY @ $50/sy                                                    $            300.00           250%           $          750.00
   Langford Ave      Clean out at Pine St & Langford needs to be raised to grade                       1 hr @100/hr                                                     $            100.00           250%           $          250.00
   Langford Ave      Lower curb stop at 17 Langford Ave                                                $50 total                                                        $             50.00           250%           $          125.00
   Langford Ave      722 Pine, cannot locate snake pit, raise to grade                                 1 @ $100/each                                                    $            100.00           250%           $          250.00
   Langford Ave      1 & 2 Langford Ave, adjust curb stop and snake pit to grade                       2 @ $100/each                                                    $            200.00           250%           $          500.00
                     Southeast quadrant pf Mogren Hill & Langford. Additional rock/washout needs to
   Langford Ave                                                                                        3 Hrs @ 200/hr                                                                                 250%
                     be removed and cleaned up.                                                                                                                         $            600.00                          $        1,500.00
   Misc/General      Swap Sewer castings with correct/specified lid                                    $500 total                                                       $            500.00           250%           $        1,250.00
   Sanitary Lining   Hold 5% Retainage for lining until videos reviewed                                Amount due for lining x 5%                                       $        151,475.00            5%            $        7,573.75

                                                                                                                                                                                             PUNCH LIST SUBTOTAL: $          27,448.75
                                                                                                                                                                                               RETAINAGE TOTAL: $            48,240.80
Total Amount Retained includes 1% of work completed and 250% of value of remaining punch list items.
See most recent punch list for additional detail. List above may not include all repairs on the current punch list.




                                                                                        EJCDC C-620 Contractor's Application for Payment
Retainage Summary                                                        (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.                                                                        1 of 1   25
                                                                       AGENDA ITEM NO.
                                                                       VIIB.


Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                            September 8, 2026

SUBMITTED BY:                    Holli Gudknecht, Engineering

ITEM TYPE:                       Engineering

AGENDA SECTION:                  ENGINEERING

SUBJECT:                         Lead Service Line Replacement Project - Design Scope & Fee

SUGGESTED ACTION:                See attachments. The scope & fee was approved by the KMU board
                                 on August 25th. It is now requested for final approval by the city
                                 council.

                                 Requested Action: Approve Scope & Fee for Lead Service Line
                                 Replacement Project.

ATTACHMENTS:
LSL-R Design Scope and Fee.pdf




                                                                                                      26
August 10th, 2026

Scott Lehner & Randy Eggert
City of Kenyon, Kenyon Municipal Utilities

RE:     2027 Lead Service Line Replacements
        Scope and Fee for Final Design & Bidding Services

Mr. Lehner & Mr. Eggert:

The project limits and general scope notes are provided on Exhibit C.

The lead service line replacement funding is a program offered through the Public Facilities Authority
(PFA) to provide financial assistance for replacement of identified lead and galvanized services on both
the private and public side. While funds exist, the program currently offers up to 100% grant (up to
$25,000 per service) for the replacement of lead or galvanized water service lines between the main and
meter locations inside homes/buildings. This program is only offered to projects administered by the
Public Water System.

The City of Kenyon is included on PFA’s 2026 Part B Draft Drinking Water State Revolving Fund (DWSRF)
Intended Use Plan (IUP) lead service line replacement (LSL-R) project list for various sites across town.
The 2026 IUP has 36 services listed (based on 2025 data); however, there are currently 45 known water
services with lead or galvanized water service line material.

At the time of the initial PFA funding applications, we were aware of 36 service lines. Based on this, the
2026 funding approval was capped at $900,000. The 2027 funding information has not been released
yet; however, we anticipate the funding to be increased to approximately $1.1 million. Over the past
year, the PFA has capped annual funding to cities at $1 million. This matter is discussed further in the
fees section of this letter.

It should be noted that there are approximately 460 services with unknown service line materials. Our
scope does not include planning to address any potential galvanized or lead replacements of those lines,
if needed. Engineering assistance for these lines can be added as additional services, if needed.

Right of Entry agreements will be required from all residents on the project. We will assist the city with
preparing right-of-entry agreements, but the City or Contractor be required to obtain right-of-entry
agreements before working on private property. Some additional assistance from city staff and the city
attorney will be needed to complete this process.

1. Scope of Work

Task 1 – Design & Bidding Services
   a. Review and validate GIS records.
   b. Meet with City Staff as needed.
   c. Research utility records and plans.



                                                                                                             27
Lead Service Line Replacement Project                                                          August 2026
Scope & Fee for Final Design & Bidding Services                                                     Page 2


    d. Develop work site plans via GIS.
    e. Prepare bid documents including construction plans, construction specifications, and construction
       contracts in accordance with the requirements of the City, MPCA, MDH, and PFA.
    f. Finalize documents based on MDH feedback and field investigations.
    g. Coordinate public notifications.
    h. Answer contractor questions.
    i. Facilitate pre-bid meeting.
    j. Facilitate and attend (in-person) on-line Bid Opening.
    k. Prepare bid tabulation and letter of recommendation.
    l. Prepare project contracts.
    m. Assist with pre-bid and post-bid PFA financing applications.

Services will also include finalizing the city’s water supply plan for DNR approval. The city had
previously prepared and submitted this plan. The DNR requested revisions to this report in 2019. Our
services will include addressing the DNR’s comments and updating water usage data and other
information to bring the report up to date. We assume the bulk of the report can be reused and does not
require a complete rewrite. This report was originally due in the late 2010s and they were originally
intended to be updated after 10 years. As such, another update should be expected in the next few years.

Project Schedule:
Plans and specifications must be submitted to the Minnesota Department of Health (MDH) by March
2027 for plan certification.

    2. Fees
    A summary of the fees associated with the scope is provided below

                                              Item                          Cost
                        Design & Bidding                                  $ 62,760.00
                                                               Total      $ 62,760.00

    The scope of services defined above will be billed on an hourly basis at our standard rates, not to
    exceed the total provided. The terms of the work performed under this proposal would be in
    accordance with the existing signed master Agreement for Professional Services between the City of
    Kenyon and Bolton & Menk.

    Additional services will be billed on an hourly basis, if requested by the City.

    We currently believe the fees associated with the Water Supply Plan update to be reimbursed through
    the grant program. Additional services for this report will likely push engineering fees over the
    maximum reimbursement threshold, if required. If this is the case, the associated costs may not be
    eligible for reimbursement.

    Regarding PFA funding for the project, the City’s 2026 funding approval was based on 36 service
    lines and was capped at $900,000. Since that time, the number of known lead or galvanized services
    has increased to 45. Based on the current number of known services, the total anticipated project cost
    may exceed the previously approved funding amount. During design, Bolton & Menk will coordinate
    with PFA to confirm the amount of funding available for the project and whether additional funding
    can be designated to complete all currently known services. If adequate funding is not available, the
    City may need to consider reducing the project scope or providing a local cost share for ineligible or
    unfunded costs. For planning purposes, it may be prudent for the City to anticipate a potential local
    share of approximately 10% of the project costs, although Bolton & Menk will assist the City with
    minimizing local costs where possible.


                                                                                                             28
Lead Service Line Replacement Project                                                              August 2026
Scope & Fee for Final Design & Bidding Services                                                         Page 3



We value our relationship with the City of Kenyon as your City Engineer and appreciate the opportunity
to assist the City with this project. If there are any questions related to this proposal, please contact us.

Sincerely,
Bolton & Menk, Inc.



Derek P. Olinger, P.E.
City Engineer

Attachments:     Project Area Figure




Approvals

City of Kenyon:                                            Bolton & Menk, Inc.


By:                                                        BY:

Printed Name: ______                ___________            Printed Name: Derek Olinger, PE            ______

Title:                              ____________           Title:   Principal Engineer_______


By:

Printed Name:

Title: ______


By:

Printed Name:

Title: ______




                                                                                                                 29
Lead Service Line Replacement Project                          August 2026
Scope & Fee for Final Design & Bidding Services                     Page 4


                                         Project Area Figure




                                                                             30
                                                                   AGENDA ITEM NO.
                                                                   VIIC.


Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                       September 8, 2026

SUBMITTED BY:               Holli Gudknecht, Legal

ITEM TYPE:                  Legal

AGENDA SECTION:             ENGINEERING

SUBJECT:                    Resolution Approving CPD, Sub-Grant Agreement and Developer's
                            Agreement for Kenyon Crossings

SUGGESTED ACTION:           The attached agreements are required for development of the Kenyon
                            Crossings Development.

                            Requested Action: Approve Resolution

ATTACHMENTS:
DOCSOPEN-#1106440-v5-City_Resolution_to_approve_the_CPD__Sub-
Grant_Agreement_and_Developers_Agreement.DOCX
DOCSOPEN-#1103236-v5-Contract_for_Private_Development_for_the_Rebound_Project.doc
DOCSOPEN-#1106597-v3-Sub-Grant_Agreement_for_the_Rebound_Project_in_Kenyon.DOCX
DOCSOPEN-#1115640-v4-Developers_Agreement_for_Kenyon_Real_Estate_2__LLC.DOC




                                                                                                 31
                                      RESOLUTION NO. 2026-___
                                         CITY OF KENYON
                                       COUNTY OF GOODHUE
                                       STATE OF MINNESOTA

                  RESOLUTION APPROVING CONTRACT FOR PRIVATE
                 DEVELOPMENT, S U B - G R A N T A G R E E M E N T A N D
                 D E V E L O P E R S A G R E E M E N T WITH KENYON REAL
                ESTATE 2, LLC FOR CERTAIN PROPERTY IN THE CITY OF
                                           KENYON

       BE IT RESOLVED by the City of Kenyon, Minnesota (the "City") as follows:

       Section I. Recitals.

        1.01. The City has determined a need to exercise the powers of an economic development
authority, pursuant to Minnesota Statutes, Sections. 469.090 to 469.108 ("EDA Act").

       1.02. Among the activities to be assisted by the City is a proposed development by Kenyon
Real Estate 2, LLC, a Minnesota limited liability company (the "Developer"), which has asked for
financial assistance to help pay a portion of the costs of demolition of the existing structures and
construction of a new 36-unit apartment development residential building on the Redevelopment
Property located at the Redevelopment Property on certain real property located within the City of
Kenyon, Goodhue County (the "Project").

       1.03. The City supports private efforts to develop, redevelop, rehabilitate and renovate
properties located within the City.

        1.04. There has been presented before the City a form of Contract for Private Development
between the City and the Developer (the "Contract for Private Development"), which sets forth the terms
of the assistance and additional terms and conditions related to the Project and the form of a pay-as-
you-go tax increment financing note which will assist in funding the Project.

        1.05. The City and Developer have applied for and received a grant from the State of Minnesota
as memorialized in a DEED Grant Contract Agreement (previously approved and executed by the City)
and a further Sub-Grant Agreement between the City and the Developer.

       1.06. There has been presented before the City a form of Sub-Grant Agreement between the
City and the Developer (the " Sub-Grant Agreement"), which sets forth the terms of the assistance and
additional terms and conditions related to the Project.

        1.07. There has been presented before the City a form of Developers Agreement between the
City and the Developer (the “Developers Agreement"), which sets forth the terms of the subdivision of
the property for the Project and additional terms and conditions related to the Project and the necess ar y
i nfras truct ure, parking, et c. for the Project.




DOCSOPEN\KE215\20\1106440.v5-9/3/26
                                                                                                              32
        1.08. The Developer proposes to utilize the financial assistance from the City to construct
housing and therefore such assistance is not a "business subsidy" within the meaning of Minnesota
Statutes, sections 1161.993 to 1161.995.

        1.09. The City has reviewed the Contract for Private Development, Sub-Grant Agreement and
Developers Agreement and finds that the execution thereof by the City and performance of the City's
obligations thereunder are in the best interest of the City and its residents.
        Section 2. Findings.

       2.01. The recitals set forth in the preamble to this Resolution and the exhibits attached to this
 Resolution are incorporated into this Resolution as if fully set forth herein.

        2.02. The Contract for Private Development, Sub-Grant Agreement and Developers
 Agreement are hereby in all respects authorized, approved and confirmed by the City and the Mayor
 and City Administrator are hereby authorized and directed to execute and deliver the Contract for
 Private Development, Sub-Grant Agreement and Developers Agreement for and on behalf of the
 City in substantially the form now on file with the City, but with such modifications as shall be
 deemed necessary, desirable or appropriate, its execution thereof to constitute conclusive evidence
 of the approval of any and all modifications therein.

        Section 3. Implementation.

       3.01. The Mayor and City Administrator are authorized and directed to execute and deliver
any additional agreements, certificates or other documents that the City determines are necessary
to implement this Resolution.

       3.02. The City directs the City staff to take any appropriate action and to prepare any
appropriate documents to facilitate the directives of the City as set forth in this Resolution and in
performing its obligations under the Contract for Private Development, Sub-Grant Agreement and
Developers Agreement.

      3.03. The Mayor, City Administrator, City staff, City attorney, and City consultants are
hereby authorized and directed to take any and all additional steps and actions necessary or
convenient in order to accomplish the intent of this Resolution.

       Section 4. Effective Date. This resolution is effective upon the date of its adoption.

Approved by the City of Kenyon this 8th day of September, 2026.

                                             CITY OF KENYON

                                             _______________________________
                                             Don Kirchmann, Mayor
ATTEST:

_________________________
Scott Lehner
City Administrator
DOCSOPEN\KE215\20\1106440.v5-9/3/26
                                                                                                           33
                                             CONTRACT

                                                FOR

                                      PRIVATE REDEVELOPMENT

                                            By and Between

                                         THE CITY OF KENYON



                                                 and


                                      KENYON REAL ESTATE 2, LLC




This document drafted by:

KENNNEDY & GRAVEN, CHARTERED (SJR)
150 South Fifth Street, Suite 700
Minneapolis, MN 55402
(612) 337-9300




DOCSOPEN\KE215\20\1103236.v5-9/2/26
                                                                  34
                                                   TABLE OF CONTENTS

                                                                                                                                        PAGE

PREAMBLE ....................................................................................................................................1

                                                               ARTICLE I
                                                               Definitions

Section 1.1.         Definitions................................................................................................................2
Section 1.2.         Exhibits ...................................................................................................................4
Section 1.3.         Rules of Interpretation .............................................................................................4
Section 1.4.         Incorporation of Recitals and Exhibits ....................................................................5

                                                        ARTICLE II
                                                Representations and Warranties

Section 2.1.         Representations by City ...........................................................................................5
Section 2.2.         Representations and Warranties by the Redeveloper...............................................5
Section 2.3.         Redeveloper Responsible for Costs .........................................................................6

                                              ARTICLE III
                     Acquisition of Redevelopment Property; Redevelopment Assistance

Section 3.1.         Acquisition of Redevelopment Property..................................................................7
Section 3.2.         Issuance of Pay-As-You-Go Note ...........................................................................7
Section 3.3.         Conditions Precedent to Issuance of Note ...............................................................7
Section 3.4.         Records ....................................................................................................................8
Section 3.5.         No Business Subsidy................................................................................................8
Section 3.6          Terms, Execution and Delivery of Note ..................................................................8
Section 3.7.         Preparation and Delivery .........................................................................................9
Section 3.8          Security Provisions ................................................................................................10
Section 3.9          Lookback Provisions and Reduction of Note ........................................................10

                                                     ARTICLE IV
                                        Construction of Minimum Improvements

Section 4.1.         Construction of Minimum Improvements .............................................................10
Section 4.2.         Preliminary and Construction Plans.......................................................................10
Section 4.3.         Commencement and Completion of Construction .................................................11
Section 4.4.         Certificate of Completion ......................................................................................11

                                                              ARTICLE V
                                                               Insurance

Section 5.1.         Insurance ................................................................................................................12
Section 5.2.         Evidence of Insurance ...........................................................................................12


                                                                       i
DOCSOPEN\KE215\20\1103236.v5-9/2/26
                                                                                                                                                     35
                                                     ARTICLE VI
                                         Payment of Taxes; Use of Tax Increment

Section 6.1.         Taxes ......................................................................................................................13
Section 6.2.         Use of Tax Increment.............................................................................................13

                                                    ARTICLE VII
                                   Restrictions on Sale of Minimum Improvements

Section 7.1.         Prohibition Against Sale of Minimum Improvements ...........................................13

                                                            ARTICLE VIII
                                                           Events of Default

Section 8.1.         Events of Default Defined .....................................................................................13
Section 8.2.         Remedies on Default ..............................................................................................14
Section 8.3.         No Remedy Exclusive............................................................................................15
Section 8.4.         No Additional Waiver Implied by One Waiver .....................................................15

                                                          ARTICLE IX
                                                       Additional Provisions

Section 9.1.         Conflict of Interests; Representatives Not Individually Liable .............................15
Section 9.2.         Equal Employment Opportunity ............................................................................15
Section 9.3.         Restrictions on Use ................................................................................................15
Section 9.4.         Notices and Demands ............................................................................................15
Section 9.5.         Counterparts ...........................................................................................................16
Section 9.6.         Disclaimer of Relationships ...................................................................................16
Section 9.7.         Amendment ............................................................................................................16
Section 9.8.         Recording ...............................................................................................................16
Section 9.9.         Indemnity ...............................................................................................................16
Section 9.10.        Titles of Articles and Sections ...............................................................................16
Section 9.11.        Governing Law; Venue ..........................................................................................16

TESTIMONIUM............................................................................................................................17
SIGNATURES ......................................................................................................................... 17-19

EXHIBIT A                       LEGAL DESCRIPTION OF THE REDEVELOPMENT PROPERTY
EXHIBIT B                       DEPICTION OF THE REDEVELOPMENT PROPERTY AND
                                MINIMUM IMPROVEMENTS
EXHIBIT C                       PRELIMINARY PLAN DOCUMENTS
EXHIBIT D                       FORM OF CERTIFICATE OF COMPLETION
EXHIBIT E                       FORM OF TIF NOTE
EXHIBIT F                       FORM OF INVESTMENT LETTER
EXHIBIT G                       FORM OF AUTHORIZING RESOLUTION


                                                                       ii
DOCSOPEN\KE215\20\1103236.v5-9/2/26
                                                                                                                                                      36
                        CONTRACT FOR PRIVATE REDEVELOPMENT


       This Contract for Private Redevelopment (the “Agreement”) is made this _____ day of
September, 2026, by and between the City of Kenyon, a Minnesota municipal corporation under
the laws of Minnesota (“City”), and Kenyon Real Estate 2, LLC, a Minnesota limited liability
company formed under the laws of Minnesota and having its principal office at 527 Professional
Drive, Suite 100, Northfield, MN 55057 (the “Redeveloper”).

        WITNESSETH:

        WHEREAS, the City finds there to exist within the community buildings that have a
blighting influence on surrounding properties and are structurally substandard due to their poor
physical condition or functional obsolescence and which, because of those conditions, threaten
the health, safety and welfare of the community; and

       WHEREAS, the City finds that it is in the public interest, helpful for the tax base and
beneficial for the health, safety and welfare of the community as a whole to remove vacant,
underutilized, obsolete, and structurally substandard buildings and to replace them with new
market-rate housing; and

       WHEREAS, the City finds that, due to market conditions which exist today and are likely
to persist for the foreseeable future, the private sector alone is not able to accomplish
redevelopment of the type needed within the community and, therefore, such will not occur
without public intervention; and

        WHEREAS, in order to foster the redevelopment described above, the City established
Municipal Development District No. 2 and a Development Program associated therewith, and
adopted a redevelopment project plan related thereto, to implement the goals and objectives
thereof, all pursuant to Minnesota Statutes, sections 469.001 through 469.047; and

        WHEREAS, the City established Tax Increment Financing District No. 2-1 (Apartment
Building) (a redevelopment district) and adopted a tax increment financing plan related thereto,
all pursuant to Minnesota Statutes, sections 469.174 through 469.1799; and

         WHEREAS, the Redeveloper has proposed to redevelop the area located at 127
Gunderson Boulevard, and legally described as set forth in Exhibit A, with PID Nos. 66100030,
662800400, and 661800240 (the “Redevelopment Property”) through a project which the City
believes is in the vital and best interests of Kenyon and the health, safety, morals, and welfare of
its residents, and in accord with the public purposes and provisions of the applicable state and
local laws and requirements for which Development District No. 2 and Tax Increment Financing
District No. 2-1 (Apartment Building) were established; and

        NOW, THEREFORE, in consideration of the covenants and the mutual obligations of the
parties hereto, each of them does hereby covenant and agree with the other as follows:




                                                 1
DOCSOPEN\KE215\20\1103236.v5-9/2/26
                                                                                                       37
                                                ARTICLE I

                                                 Definitions

       Section 1.1. Definitions. In this Agreement the following terms shall have the meanings
given unless a different meaning clearly appears from the context:

           “Administrative Costs” means the administrative expenses incurred by City as defined in
   section 469.174, subd. 14 of the TIF Act;

         “Agreement” means this Agreement, as the same may be from time to time modified,
   amended, or supplemented.

              “Assessor” means the county assessor of Goodhue County.

          “Authorizing Resolution” means the resolution, in substantially the form attached hereto
   as Exhibit G, to be adopted by the City to authorize execution of this Agreement and issuance of
   the Note;

         “Available Tax Increment” means 90 percent of the Tax Increment paid to the City by the
   County with respect to the Redevelopment Property and the Minimum Improvements.

          “Certificate of Completion” means the certificate, in substantially the form attached
   hereto as Exhibit D, which will be provided to the Redeveloper pursuant to Article IV of this
   Agreement.

              “City” means the city of Kenyon, a municipal corporation under the laws of Minnesota.

         “Construction Plans” means the final plans for construction of the Minimum
   Improvements which shall be submitted by the Redeveloper pursuant to section 4.2 of this
   Agreement.

              “County” means Goodhue County, Minnesota.

          “Economic Development Authorities Act” or “City Act” means Minnesota Statutes,
   sections 469.090 through 469.108, as amended.

              “City” has the meaning set forth in the preamble of this Agreement.

          “Event of Default” means an action by the Redeveloper or City listed in Article VIII of
   this Agreement.

          “Material Change” means a change in the size, unit count, primary use or taxable value of
   the Minimum Improvements that may reasonably be expected to materially and adversely affect
   the generation of Tax Increment.

              “Maturity Date” means the date the Note has been paid in full or terminated, whichever is
   earlier.


                                                      2
   DOCSOPEN\KE215\20\1103236.v5-9/2/26
                                                                                                          38
       “Minimum Improvements” means demolition of the existing structures and construction
of a new 36-unit apartment development residential building on the Redevelopment Property.
After completion of the Minimum Improvements, the term shall mean the Redevelopment
Property as improved by the Minimum Improvements. The Minimum Improvements are
generally depicted on Exhibit B attached hereto.

        “Note” means the taxable Tax Increment Revenue Note, in substantially the form set
forth in Exhibit E, to be delivered by City to the Redeveloper pursuant to Article III of this
Agreement.

       “Preliminary Plans” means the preliminary plans for construction of the Minimum
Improvements which have been submitted by the Redeveloper and approved by the City and
which are attached hereto as Exhibit C.

       “Qualifying Costs” means the cost of site preparation, demolition, utility installation,
landscaping, grading, earthwork, retaining walls, storm water ponding, structured and surface
parking, and all other expenditures made by the Redeveloper related to completion of the
Minimum Improvements which the City intends to partially reimburse through the Note,
including without limitation all costs that are eligible for reimbursement under the TIF Act.

        “Redeveloper” has the meaning set forth in the preamble of this Agreement.

       “Redevelopment Assistance” means the financial assistance to be offered by the City to
the Redeveloper through issuance of the Note.

       “Redevelopment Property” means all those properties which are included in the plat of
KENYON CROSSINGS. The Redevelopment Property is legally described in Exhibit A and
depicted on Exhibit B attached hereto.

       “Sale” means any conveyance of fee simple title in and to the Minimum Improvements or
the Redevelopment Property, as more fully defined in Article VII of this Agreement.

        “State” means the state of Minnesota.

       “Substantial Completion” means completion of the Minimum Improvements to a degree
allowing the issuance of a certificate of occupancy by the City’s building official.

       “Tax Increment” means the tax increment, as that term is defined in Minnesota Statutes,
section 469.174, subd. 25, which is paid to the City by the County with respect to the
Redevelopment Property and the Minimum Improvements.

      “Tax Increment Financing Act” or “TIF Act” means Minnesota Statutes, sections
469.174 through 469.1799, as amended.

        “Tax Increment Financing District” or “TIF District” means Tax Increment Financing
District No. 2-1 – (Apartment Building) (a redevelopment district).




                                                3
DOCSOPEN\KE215\20\1103236.v5-9/2/26
                                                                                                  39
       “Tax Increment Financing Plan” or “TIF Plan” means the tax increment plan for Tax
Increment Financing District No. 2-1 (Apartment Building) which was approved by the City on
June 30, 2026.

       “Tax Official” means the Assessor, County auditor, County or state board of
equalization, the commissioners of revenue of the State, or any State or federal district court, the
tax court of the State, or the State Supreme Court.

        “Termination Date” means the date Tax Increment Financing District No. 2-1 (Apartment
Building) terminates, which is estimated to be after twenty-six (26) years after the date of receipt
of the first increment, or the date the Note has been paid through Available Tax Increment or
terminated, whichever occurs first.

        “Unavoidable Delays” means delays which are the direct result of unanticipated adverse
weather conditions; lender delays, not caused by Redeveloper bad acts; strikes or other labor
troubles; shortages of materials or labor; delays caused by third-party utility providers; fire or
other casualty to the Minimum Improvements; litigation commenced by third parties which, by
injunction or other similar judicial action, directly results in delays; or, except those of the City
reasonably contemplated by this Agreement, any acts or omissions of any federal, State or local
governmental unit which directly result in delays in construction of the Minimum Improvements;
approved changes to the Construction Plans that result in delays; delays caused by the discovery
of any previously unknown adverse environmental condition on or within the Redevelopment
Property to the extent reasonably necessary to comply with federal and state environmental laws,
regulations, orders or agreements; unanticipated future local events occurring within such
proximity of the Redevelopment Property, and not caused by nor within the control of the
Redeveloper, having a significantly adverse impact upon the marketability and reasonable
profitability of the Minimum Improvements; and any other cause or force majeure beyond the
control of the Redeveloper which directly results in delays.

        Section 1.2. Exhibits. The following exhibits are attached to and by reference made a
part of this Agreement:

        Exhibit A.        Legal description of the Redevelopment Property
        Exhibit B.        Depiction of the Redevelopment Property and Minimum Improvements
        Exhibit C.        Preliminary Plans
        Exhibit D.        Form of Certificate of Completion
        Exhibit E.        Form of TIF Note
        Exhibit F.        Form of Investment Letter
        Exhibit G.        Form of Authorizing Resolution

       Section 1.3. Rules of Interpretation. (a) This Agreement shall be interpreted in
accordance with and governed by the laws of Minnesota.

        (b)      The words “herein” and “hereof” and words of similar import, without reference
to any particular section or subdivision, refer to this Agreement as a whole rather than any
particular section or subdivision hereof.



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                                                                                                        40
       (c)      References herein to any particular section or subdivision hereof are to the section
or subdivision of this Agreement as originally executed.

        (d)     Any titles of the several parts, articles and sections of this Agreement are inserted
for convenience and reference only and shall be disregarded in construing or interpreting any of
its provisions.

      Section 1.4. Incorporation of Recitals and Exhibits. The Recitals set forth in the
preamble to this Agreement and the Exhibits attached to this Agreement are incorporated into this
Agreement as if fully set forth herein.

                                              ARTICLE II

                                      Representations and Warranties

        Section 2.1. Representations by the City. The City makes the following representations
as the basis for the undertaking on its part herein contained:

         (a)     The City is a Minnesota municipal corporation duly organized and existing under
the laws of the State of Minnesota. City has the authority to enter into this Agreement and carry
out its obligations hereunder.

      (b)     The individual(s) executing this Agreement and related agreements and
documents on behalf of the City has the authority to do so and to bind the City by their actions.

      (c)      Development District No. 2 is a development district within the meaning of the
Minnesota Statutes, section 469.125, subd. 9.

      (d)      TIF District No. 2-1 (Apartment Building) is a redevelopment district within the
meaning of the TIF Act and was created, adopted and approved in accordance with the TIF Act.

      (e)     There are no previous agreements to which the City is a party pertaining to the
Redevelopment Property which would preclude the parties from entering into this Agreement or
which would impede the fulfillment of the terms and conditions of this Agreement.

       (f)     The activities of the City pursuant to this Agreement are undertaken pursuant to
the Redevelopment Plan and are for the purpose of redevelopment of the Redevelopment Property
by removing the structurally substandard structures currently existing on the Redevelopment
Property and replacing them with new market-rate housing.

       (g)     The City will act in a timely manner to consider all approvals required under this
Agreement and will cooperate with the Redeveloper in seeking consideration by the City of
approvals which must be granted by the City.

        Section 2.2. Representations and Warranties by the Redeveloper. The Redeveloper
makes the following representations and warranties as the basis for the undertaking on its part
herein contained:


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                                                                                                        41
         (a)     The Redeveloper is a limited liability company validly existing under the laws of
the State of Minnesota. The Redeveloper has the authority to enter into this Agreement and carry
out its obligations hereunder.

       (b)       The Redeveloper will attempt to acquire the Redevelopment Property in fee title.

        (c)    The persons executing this Agreement and related agreements and documents on
behalf of the Redeveloper have the authority to do so and to bind the Redeveloper by their
actions.

        (d)     Upon acquisition of the Redevelopment Property, the Redeveloper will construct
the Minimum Improvements in substantial accordance with the terms of this Agreement, the
Redevelopment Plan, the TIF Plan, the Construction Plans and all local, State and federal laws
and regulations, including, but not limited to, environmental, zoning, building code and public
health laws and regulations.

       (e)       The Redeveloper will apply for and use all reasonable efforts to obtain, in a
timely manner, all required permits, licenses and approvals from the City, and will meet, in a
timely manner, the requirements of all applicable local, State, and federal laws and regulations
which must be obtained or met before the Minimum Improvements may be lawfully constructed
or used for their intended purpose.

         (f)   The Redeveloper has analyzed the economics of acquisition of the
Redevelopment Property, the cost of site improvements, including installation of any necessary
utilities and construction of the Minimum Improvements and concluded that, absent the
Redevelopment Assistance to be offered under this Agreement, it would not undertake this
project.

        (g)     Neither the execution and delivery of this Agreement, the consummation of the
transactions contemplated hereby, nor the fulfillment of or compliance with the terms and
conditions of this Agreement is prevented, limited by or conflicts with or results in a breach of,
the terms, conditions or provisions of any corporation organizational documents or any evidence
of indebtedness, agreement or instrument of whatever nature to which the Redeveloper is now a
party or by which it is bound, or constitutes a default under any of the foregoing.

        Section 2.3. Redeveloper Responsible for Costs. The Redeveloper agrees to pay to the
City an administrative fee in the amount necessary to reimburse City for its reasonable costs and
expenses in reviewing the redevelopment proposal, including the drafting and negotiation of this
Agreement. The City may require the Redeveloper to deposit funds with the City, in an amount
to be determined by the City, in order to cover the Redeveloper’s obligations under this section.
In the event that the deposit made herein reaches $1,000.00, the City may require the
Redeveloper to deposit an additional amount as may be deemed necessary by the City to pay for
its future expenses. Upon the City’s request for additional funds, the Redeveloper shall deposit
such funds with City within 10 days.




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                                                                                                     42
                                          ARTICLE III

               Acquisition of Redevelopment Property; Redevelopment Assistance

        Section 3.1. Acquisition of Redevelopment Property. The Redeveloper has acquired the
Redevelopment Property in fee. The City makes no representations to the Redeveloper regarding
the suitability of the Redevelopment Property or the Minimum Improvements for the use and
purpose intended by the Redeveloper.

        Section 3.2. Issuance of Pay-As-You-Go Note. (a) In consideration of the Redeveloper
constructing the Minimum Improvements and to finance the reimbursement of the Qualifying
Costs, the City will issue and the Redeveloper will purchase the Note in the estimated principal
amount of $1,575,744.00 in substantially the form set forth in and attached hereto as Exhibit E.
The City and the Redeveloper agree that the consideration from the Redeveloper for the purchase
of the Note will consist of the Redeveloper’s payment of the Qualifying Costs of land
acquisition, site preparation, including utility installation, and other expenditures which are
eligible for reimbursement with Tax Increment and which are incurred by the Redeveloper in at
least the principal amount of the Note. The City will deliver the Note upon satisfaction by the
Redeveloper of all the conditions precedent specified in section 3.3 of this Agreement.

       (b)      The Redeveloper understands and acknowledges that the City makes no
representations or warranties regarding the amount of Available Tax Increment, or that revenues
pledged to the Note will be sufficient to pay the principal of and interest on the Note. Any
estimates of Tax Increment prepared by the City or its financial advisors in connection with the
TIF District or this Agreement are for the sole benefit of the City and are not intended as
representations on which the Redeveloper may rely.

       Section 3.3. Conditions Precedent to Issuance of Note. Notwithstanding anything in this
Agreement to the contrary, the City shall not be obligated to issue the Note until all of the
following conditions precedent have been satisfied:

       (a)       The Redeveloper has acquired the Redevelopment Property in fee;

       (b)       The Redeveloper has submitted and the City has approved the Construction Plans;

        (c)     The Redeveloper has constructed the Minimum Improvements and the City has
issued the Certificate of Completion;

       (d)      The Redeveloper has submitted evidence it has paid for the Qualifying Costs,
including paid receipts and lien waivers;

       (e)      The Redeveloper has reimbursed the City for all of its administrative costs
incurred in conjunction with the processing of Redeveloper’s request;

       (f)       The Redeveloper has submitted the Investment Letter; and

       (g)       There has been no Event of Default on the part of the Redeveloper which has not
been cured.

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Within thirty (30) days after satisfaction of the conditions precedent, the City shall issue and
deliver the Note.

       Section 3.4. Records. The City and its representatives will have the right at all
reasonable times after reasonable notice to inspect, examine and copy invoices paid by
Redeveloper and/or its general contractor relating to the Minimum Improvements and the
Qualifying Costs for which the Redeveloper will be reimbursed under the Note.

        Section 3.5. No Business Subsidy. The Redeveloper proposes to utilize the financial
assistance from City to construct housing and therefore such assistance is not a “business
subsidy” within the meaning of Minnesota Statutes, sections 116J.993 to 116J.995.

        Section 3.6. Terms, Execution and Delivery of Note.

        (a)     The Note will be issued as a single typewritten note numbered R-1. The Note will
be issuable only in fully registered form. Principal of and interest on the Note will be payable by
check or draft issued by the Registrar described herein.

       (b)     Principal of and interest on the Note will be payable by mail to the owner of
record thereof as of the close of business on the 15th day of the month preceding the Payment
Date, whether or not the day is a business day.

        (c)     The City hereby appoints the City Administrator to perform the functions of
registrar, transfer agent and paying agent (the “Registrar”). The effect of registration and the
rights and duties of the City and the Registrar with respect thereto will be as follows:

                (i)    The Registrar will keep at his office a bond register in which the Registrar
        will provide for the registration of ownership of the Note and the registration of transfers
        and exchanges of the Note.

                 (ii)    Upon surrender for transfer of the Note duly endorsed by the registered
        owner thereof or accompanied by a written instrument of transfer, in form reasonably
        satisfactory to the Registrar, duly executed by the registered owner thereof or by an
        attorney duly authorized by the registered owner in writing, the Registrar will
        authenticate and deliver, in the name of the designated transferee or transferees, a new
        Note of a like aggregate principal amount and maturity, as requested by the transferor.
        Notwithstanding the foregoing, the Note will not be transferred to any person other than
        an affiliate, or other related entity, of the owner unless the City has been provided with an
        investment letter in a form substantially similar to the investment letter submitted by the
        owner or a certificate of the transferor, in a form satisfactory to the City, that the transfer
        is exempt from registration and prospectus delivery requirements of federal and
        applicable state securities laws. The Registrar may close the books for registration of any
        transfer after the fifteenth day of the month preceding each Payment Date and until the
        final Payment Date.

               (iii) The Note surrendered upon any transfer will be promptly cancelled by the
        Registrar and thereafter disposed of as directed by the City.

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                                                                                                          44
               (iv)    When the Note is presented to the Registrar for transfer, the Registrar may
        refuse to transfer the same until he is satisfied that the endorsement on the Note or
        separate instrument of transfer is legally authorized. The Registrar will incur no liability
        for her refusal, in good faith, to make transfers which she, in her judgment, deems
        improper or unauthorized.

                (v)    The City and the Registrar may treat the person in whose name the Note is
        at any time registered in the bond register as the absolute owner of the Note, whether the
        Note is overdue or not, for the purpose of receiving payment of, or on account of, the
        principal of and interest on the Note and for all other purposes, and all the payments so
        made to any registered owner or upon the owner’s order will be valid and effectual to
        satisfy and discharge the liability of the City upon the Note to the extent of the sum or
        sums so paid.

               (vi)   For every transfer or exchange of the Note, the Registrar may impose a
        charge upon the owner thereof sufficient to reimburse the Registrar for any tax, fee, or
        other governmental charge required to be paid with respect to the transfer or exchange.

                (vii) In case the Note becomes mutilated or is lost, stolen, or destroyed, the
        Registrar will deliver a new Note of like amount, maturity dates and tenor in exchange
        and substitution for and upon cancellation of the mutilated Note or in lieu of and in
        substitution for the Note which is lost, stolen, or destroyed, upon the payment of the
        reasonable expenses and charges of the Registrar in connection therewith; and, in the case
        the Note which is lost, stolen, or destroyed, upon filing with the Registrar of evidence
        satisfactory which is it that the Note which is lost, stolen, or destroyed, and of the
        ownership thereof, and upon furnishing to the Registrar of an appropriate bond or
        indemnity in form, substance, and amount satisfactory to it, in which both the City and
        the Registrar will be named as obligees. The Note so surrendered to the Registrar will be
        cancelled by him and evidence of the cancellation will be given to City. If the mutilated,
        lost, stolen, or destroyed Note has already matured or been called for redemption in
        accordance with its terms, it will not be necessary to issue a new Note prior to payment.

        Section 3.7. Preparation and Delivery. The Note will be prepared under the direction
of the City Administrator and will be executed on behalf of the City by the signatures of its
Mayor and City Administrator. In case any officer whose signature appears on the Note ceases
to be the officer before the delivery of the Note, the signature will nevertheless be valid and
sufficient for all purposes, the same as if the officer had remained in office until delivery. When
the Note has been so executed, it will be delivered by the City to the owner following satisfaction
of the conditions precedent.




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        Section 3.8. Security Provisions.

       (a)     The City hereby pledges to the payment of the principal of and interest on the
Note all Available Tax Increment as defined in this Agreement. Available Tax Increment will be
applied to payment of the principal of and interest on the Note in accordance with the terms of
the Note.

        (b)     Until the date the Note is no longer outstanding and no principal thereof or
interest thereon remains unpaid, the City will maintain a separate and special “Bond Fund” to be
used for no purpose other than the payment of the principal of and interest on the Note. The City
irrevocably agrees to appropriate to the Bond Fund in each year Available Tax Increment. Any
Available Tax Increment remaining in the Bond Fund will be transferred to City’s account for
the TIF District upon the payment of all principal and interest to be paid with respect to the Note.

        Section 3.9. Lookback Provisions and Reduction of Note. The amount of the
Redevelopment Assistance has been established based on an estimate of the Redeveloper’s total
redevelopment costs for the Minimum Improvements. After completion of the Minimum
Improvements but prior to issuance of the Note, the Redeveloper agrees to submit evidence of its
actual costs to the City for comparison with the estimated costs listed on Exhibit ___. If the
actual total redevelopment costs are more than $50,000 lower than the estimated total
redevelopment costs listed in Exhibit F, the principal amount of the Note will be reduced by one-
half of the amount by which the estimated costs exceed the actual costs. The Note will not be
issued until the City has compared actual with estimated total redevelopment costs as described
herein and adjusted the principal amount of the Note, if necessary.

                                            ARTICLE IV

                               Construction of Minimum Improvements

        Section 4.1. Construction of Minimum Improvements. The Redeveloper agrees that it
will construct the Minimum Improvements on the Redevelopment Property in accordance with
the Construction Plans. The Redeveloper acknowledges that, in addition to the requirements of
this Agreement, construction of the Minimum Improvements will necessitate compliance with
other reviews and approvals by the City and possibly other governmental agencies and, to the
extent such approvals have not already been obtained, agrees to submit all applications for and
pursue to their conclusion all other approvals needed prior to constructing the Minimum
Improvements.

       Section 4.2. Preliminary and Construction Plans. (a) The Redeveloper has submitted and
City has approved the Preliminary Plans listed in Exhibit C attached hereto. Prior to beginning
construction on the Minimum Improvements, the Redeveloper shall submit dated Construction
Plans to City. The Construction Plans shall provide for the construction of the Minimum
Improvements and shall be in substantial conformity with the Preliminary Plans and this
Agreement. The City will approve the Construction Plans if they (1) are consistent with the
Preliminary Plans; (2) conform to all applicable federal, State and local laws, ordinances, rules
and regulations; (3) are adequate to provide for the construction of the Minimum Improvements;
(4) conform to the State building code; and (5) if there has occurred no uncured Event of Default

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on the part of the Redeveloper. Such approval shall not be unreasonably withheld, conditioned
or delayed. Except as otherwise set forth herein, no approval by City shall relieve the
Redeveloper of the obligation to comply with the terms of this Agreement, the terms of all
applicable federal, State and local laws, ordinances, rules and regulations in the construction of
the Minimum Improvements. Except as otherwise set forth herein, no approval by City shall
constitute a waiver of an Event of Default.

        (b)     If the Redeveloper desires to make any Material Change or any other change in
the Construction Plans affecting the size, height, footprint, exterior building materials, or any
other change regarding the Minimum Improvements which would also require approval under any
applicable code, ordinance or regulation after approval by the City, the Redeveloper shall submit
the proposed change to the City for its prior written approval. If the proposed change is
consistent with the Preliminary Plans or is otherwise acceptable to the City and meets all other
requirements of section 4.2(a) above, the City shall approve the proposed change. Such change in
the Construction Plans shall be deemed approved by the City unless rejected, in whole or in part,
by written notice by the City to the Redeveloper, setting forth in detail the reasons therefore.
Such rejection shall be made within 30 business days after receipt of the written notice of such
change from the Redeveloper.

        Section 4.3. Commencement and Completion of Construction. Subject to Unavoidable
Delays, the Redeveloper shall commence construction of the Minimum Improvements by no
later than ____________________, 2026. The Redeveloper shall substantially complete the
Minimum Improvements by ____________, 2028. The commencement and completion
deadlines shall be extended day-for-day for any Unavoidable Delays. All work with respect to
the Minimum Improvements to be constructed or provided by the Redeveloper on the
Redevelopment Property shall be in conformity with the Construction Plans. The Redeveloper
shall make such reports to the City regarding construction of the Minimum Improvements as the
City deems necessary or helpful in order to monitor progress on construction of the Minimum
Improvements.

        Section 4.4. Certificate of Completion. (a) After Substantial Completion of the
Minimum Improvements in accordance with the Construction Plans and all terms of this
Agreement and at the written request of the Redeveloper, the City will, within 20 days thereafter,
furnish the Redeveloper with an appropriate certificate so certifying in the form of Exhibit D
attached hereto. Such certification by City shall be a conclusive determination of satisfaction
and termination of the agreements and covenants in this Agreement with respect to the
obligations of the Redeveloper to construct the Minimum Improvements and the dates for the
beginning and completion thereof. Following issuance of the Certificate of Completion pursuant
to this section, the sole outstanding obligation is for the City to issue the Note and to make
payments thereunder, subject to the terms of this Agreement and the Note.

       (b)      The Certificate of Completion shall be in such form as will enable it to be
recorded in the proper County office for the recordation of deeds and other instruments pertaining
to the Redevelopment Property. If the City shall refuse to provide such certification in
accordance with the provisions of this section 4.4, the City shall promptly notify Redeveloper of
the same within 20 days following receipt of request therefore from Redeveloper and shall
provide the Redeveloper with a written statement, indicating in adequate detail in what respects

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                                                                                                     47
the Redeveloper has failed to complete the relevant portion of the Minimum Improvements in
accordance with the provisions of the Agreement, or is otherwise in default of a material term of
this Agreement, and what measures or acts will be necessary, in the opinion of City, for the
Redeveloper to take or perform in order to obtain such certification. The Redeveloper shall have
60 days following receipt of the City’s written response to cure or agree to terms with the City
regarding issues to be resolved prior to the Redeveloper obtaining a Certification of Completion
from the City.

                                            ARTICLE V

                                              Insurance

        Section 5.1. Insurance. The Redeveloper or its general contractor will provide and
maintain at all times during the process of constructing the Minimum Improvements a Special
Form Basis Insurance Policy and, from time to time during that period, at the request of the City,
furnish the City with proof of payment of premiums on policies covering the following:

               (i)    Builder’s risk insurance, written on the so-called “Builder’s Risk –
       Completed Value Basis,” in an amount equal to one hundred percent (100%) of the
       insurable value of the applicable portion of the Minimum Improvements at the date of
       completion, and with coverage available in reporting form on the so-called “special” form
       of policy;

                (ii)    Commercial general liability insurance (including operations, contingent
       liability, operations of subcontractors, completed operations and contractual liability
       insurance) with limits against bodily injury and property damage of not less than
       $2,000,000 for each occurrence (to accomplish the above-required limits, an umbrella
       excess liability policy may be used); and

                (iii)     Workers’ compensation insurance, with statutory coverage.

       Section 5.2. Evidence of Insurance. (a) All insurance required in this Article V of this
Agreement must be taken out and maintained with responsible insurance companies selected by
the Redeveloper which are authorized under the laws of Minnesota to assume the risks covered
thereby. In lieu of separate policies, the Redeveloper may maintain a single policy, blanket or
umbrella policies, or a combination thereof, having the coverage required herein. Upon written
request by the City, the Redeveloper agrees to deposit with the City a certificate or certificates or
binders of the respective insurers stating that such insurance is in force and effect

        (b)      The required insurance provisions set forth in this Article V will terminate upon
the issuance of the Certificate of Completion.




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                                            ARTICLE VI

                                Payment of Taxes; Use of Tax Increment

        Section 6.1. Taxes. (a) The Redeveloper agrees to pay before delinquency directly to
the taxing authority, all taxes, general and special assessments, and other public charges levied
upon or assessed against the Redevelopment Property and any buildings, structures, fixtures, or
improvements thereon which first become due during the term of this Agreement.

        (b)      The Redeveloper understands that any successful contest or challenge to the
legality, validity or amount of taxes payable with respect to the Redevelopment Property will
reduce the amount of Available Tax Increment and may adversely affect the City’s ability to fully
pay the Note prior to the Termination Date.

        Section 6.2. Use of Tax Increment. Except as provided for in this Agreement, the City
shall be free to use any Tax Increment it receives from the County with respect to TIF District
No. 2-1 (Apartment Building) for any purpose for which such increment may lawfully be used
under the TIF Act and the City shall have no obligations to the Redeveloper with respect to the
use of such Tax Increment.

                                            ARTICLE VII

                           Restrictions on Sale of Minimum Improvements

       Section 7.1. Prohibition Against Sale of Minimum Improvements. The Redeveloper
represents and agrees that its use of the Redevelopment Property and its other undertakings
pursuant to the Agreement, are, and will be, used for the purpose of construction of the
Minimum Improvements on the Redevelopment Property and not for speculation in land holding.
The Redeveloper represents and agrees that, prior to the issuance of a Certificate of Completion
regarding the Minimum Improvements, there shall be no Sale of the Redevelopment Property or
the Minimum Improvements constructed thereon nor shall the Redeveloper suffer any such Sale
to be made, without the prior written approval of the City. Such approval shall not be
unreasonably withheld, conditioned or delayed. As a condition of approval of any such Sale, the
City shall require, at a minimum, that the proposed transferee shall have entered into an
agreement whereby the transferee expressly assumes all of the Redeveloper’s obligations under
this Agreement. Any such agreement shall include the City as a party and otherwise be in form
and substance reasonably acceptable to the City.

                                           ARTICLE VIII

                                          Events of Default

       Section 8.1. Events of Default Defined. Each and every one of the following shall be an
Event of Default under this Agreement:

       (a)       Failure by the Redeveloper to acquire the Redevelopment Property in accordance
with Article III of this Agreement;


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                                                                                                    49
       (b)      Failure by the Redeveloper to seek approvals from the City and other entities
necessary in order to construct the Minimum Improvements;

       (c)     Failure by the Redeveloper to commence and complete construction of the
Minimum Improvements pursuant to the terms, conditions and limitations of Article IV of this
Agreement, including the timing thereof, unless such failure is caused by an Unavoidable Delay
or waived by the Redeveloper and City;

       (d)    Failure by the Redeveloper to provide and maintain any insurance required to be
provided and maintained by Article V;

        (e)      If the Redeveloper shall file a petition in bankruptcy, or shall make an assignment
for the benefit of its creditors or shall consent to the appointment of a receiver;

       (f)     Failure by the Redeveloper to reimburse the City for its administrative expenses
associated with the processing of Redeveloper’s requests, or to make the necessary escrow
deposits pursuant to Section 2.3;

       (g)       Sale of the Redevelopment Property or the Minimum Improvements, or any
portion thereof, by the Redeveloper in violation of Article VII of this Agreement; or

        (h)     Failure by either party to observe or perform any material covenant, condition,
obligation or agreement on its part to be observed or performed under this Agreement.

        Section 8.2. Remedies on Default. Whenever any Event of Default referred to in
section 8.1 of this Agreement occurs, then the non-defaulting party may take any one or more of
the following actions after providing 30 days written notice to the defaulting party of the Event
of Default, but only if the Event of Default has not been cured within said 30 days from the
receipt of Notice or, if the Event of Default is by its nature incurable within 30 days, the
defaulting party does not provide assurances to the non-defaulting party reasonably satisfactory
to the non-defaulting party that the Event of Default will be cured and will be cured as soon as
reasonably possible:

        (a)     Suspend its performance under this Agreement until it receives assurances from
the defaulting party, deemed adequate by the non-defaulting party (though such approval is not to
be unreasonably withheld, conditioned, or delayed), that the defaulting party will cure its default
and continue its performance under this Agreement;

      (b)     If the default occurs prior to completion of the Minimum Improvements, the City
may withhold any undelivered Certificate of Completion until such default is cured;

       (c)      Take whatever action, including legal or administrative action, which may appear
necessary or desirable to the non-defaulting party to collect any payments due under this
Agreement, including reimbursement of the Redevelopment Assistance previously granted, or to
enforce performance and observance of any obligation, agreement, or covenant of the defaulting
party under this Agreement.



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        Section 8.3. No Remedy Exclusive. No remedy conferred herein or reserved to the
parties is intended to be exclusive of any other available remedy or remedies, but each and every
remedy shall be cumulative and shall be in addition to every other remedy given under this
Agreement or now or hereafter existing at law or in equity. No delay or omission to exercise any
right or power accruing upon any default shall impair any such right or power or shall be
construed to be a waiver thereof, but any such right and power may be exercised from time to
time and as often as may be deemed expedient. In order to entitle the City or the Redeveloper to
exercise any remedy reserved to it, it shall not be necessary to give notice, other than such notice
as may be required in Article IX of this Agreement.

        Section 8.4. No Additional Waiver Implied by One Waiver. In the event any covenant
or agreement contained in this Agreement should be breached by either party and thereafter
waived by the other party, such waiver shall be limited to the particular breach so waived and
shall not be deemed to waive any other concurrent, previous or subsequent breach hereunder.

                                          ARTICLE IX

                                      Additional Provisions

        Section 9.1. Conflict of Interests; Representatives Not Individually Liable. No member,
official, or employee of the City shall have any personal financial interest, direct or indirect, in
this Agreement, nor shall any such member, official, or employee participate in any decision
relating to the Agreement which affects his or her personal financial interests or the interests of
any corporation, partnership, or association in which he or she is, directly or indirectly,
interested. No member, official, or employee of the City shall be personally liable to the
Redeveloper, or any successor in interest, in the event of any default or breach or for any amount
which may become due or on any obligations under the terms of this Agreement.

       Section 9.2. Equal Employment Opportunity. The Redeveloper, for itself and its
successors and assigns, agrees that during the construction of the Minimum Improvements
provided for in this Agreement, it will comply with all applicable equal employment and
nondiscrimination laws and regulations.

        Section 9.3. Restrictions on Use. The Redeveloper agrees that through the Termination
Date it will use the Minimum Improvements for only such uses as permitted under the City’s
land use regulations.

        Section 9.4. Notices and Demands. Except as otherwise expressly provided in this
Agreement, any notice, demand, or other communication under the Agreement or any related
document by either party to the other shall be sufficiently given or delivered if it is dispatched by
registered or certified United States mail, postage prepaid, return receipt requested, or delivered
personally to:




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                                                                                                        51
        (a)      in the case of the Redeveloper:        Kenyon Real Estate 2, LLC
                                                        527 Professional Drive, Suite 100
                                                        Northfield, MN 55057
                                                        Attn: Brett Reese

                 and with a copy to:                    Siegel Brill PA
                                                        100 Washington Avenue South
                                                        Suite 1300
                                                        Minneapolis, MN 55401
                                                        Attn: Anthony J. Gleekel

        (b)      in the case of CITY:                   City of Kenyon
                                                        709 Second Street
                                                        Kenyon, MN 55946
                                                        Attn: City Administrator

                 and with a copy to:                    Kennedy & Graven, Chartered
                                                        150 South Fifth Street, Suite 700
                                                        Minneapolis, MN 55402
                                                        Attn: Scott J. Riggs

or at such other address with respect to either such party as that party may, from time to time,
designate in writing and forward to the other as provided in this section 9.4.

       Section 9.5. Counterparts. This Agreement may be executed in any number of
counterparts, each of which shall constitute one and the same instrument.

       Section 9.6. Disclaimer of Relationships. The Redeveloper acknowledges that nothing
contained in this Agreement nor any act by the City or the Redeveloper shall be deemed or
construed by the Redeveloper or by any third person to create any relationship of third-party
beneficiary, principal and agent, limited or general partner, or joint venture between City and the
Redeveloper.

      Section 9.7. Amendment.           This Agreement may be amended only by the written
agreement of the parties.

       Section 9.8. Recording. The City intends to record this Agreement among the land
records of Goodhue County, Minnesota and the Redeveloper agrees to pay for the cost of
recording same.

       Section 9.9. Indemnity. The Redeveloper hereby agrees that the City, and its governing
body members, officers, agents, and employees shall not be liable for, and hereby agrees to
indemnify and hold harmless the same, against any loss or claims arising under this Agreement,
except for losses or claims arising out of the acts or omissions of the City.




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       Section 9.10. Titles of Articles and Sections. Any titles of the several parts, articles, and
sections of this Agreement are inserted for convenience of reference only and shall be
disregarded in construing or interpreting any of its provisions.

       Section 9.11. Governing Law; Venue. This Agreement shall be construed in accordance
with the laws of Minnesota. Any dispute arising from this Agreement shall be heard in the State
or federal courts of Minnesota, and all parties waive any objection to the jurisdiction thereof,
whether based on convenience or otherwise.


                                      *******************




                                                17
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        IN WITNESS WHEREOF, the CITY and the Redeveloper have caused this Agreement
to be duly executed in their names and behalves on or as of the date first above written.

                                              CITY OF KENYON:


                                              By:
                                                      Don Kirchmann
                                              Its:    Mayor


                                              By:
                                                      Scott Lehner
                                              Its:    City Administrator


STATE OF MINNESOTA                    )
                                      ) ss.
COUNTY OF GOODHUE                     )

       The foregoing instrument as acknowledged before me this _____ day of September,
2026, by Don Kirchmann and Scott Lehner, the Mayor and City Administrator of the City of
Kenyon, a Minnesota municipal corporation under the laws of Minnesota, on behalf of the
corporation.


                                              ____________________________________
                                              Notary Public




                                                 18
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                                                                                            54
                                              REDEVELOPER:



                                              By:
                                                      Brett Reese
                                              Its:    Chief Manager


STATE OF MINNESOTA                    )
                                      ) ss.
COUNTY OF ____________                )


       The foregoing instrument was executed before me this _____ day of September, 2026, by
Brett Reese, the Chief Manager of Kenyon Real Estate 2, LLC, a limited liability company
formed under the laws of Minnesota, on behalf of the company.


                                              ____________________________________
                                              Notary Public




                                                 19
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                                                                                               55
                                         EXHIBIT A TO
                                  REDEVELOPMENT AGREEMENT

                 LEGAL DESCRIPTION OF REDEVELOPMENT PROPERTY


[Insert Legal Description] to be platted as: KENYON CROSSINGS




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                                         EXHIBIT B TO
                                  REDEVELOPMENT AGREEMENT

                     DEPICTION OF THE REDEVELOPMENT PROPERTY
                            AND MINIMUM IMPROVEMENTS




                                            B-1
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                                                               57
                                         EXHIBIT C TO
                                  REDEVELOPMENT AGREEMENT

                                PRELIMINARY PLAN DOCUMENTS


Those plans titled “Kenyon II Development, and prepared by Rebound Partners, which are on
file at the offices of the City Administrator at Kenyon City Hall.




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                                         EXHIBIT D TO
                                  REDEVELOPMENT AGREEMENT

                                           FORM OF
                                  CERTIFICATE OF COMPLETION


        WHEREAS, the City of Kenyon, a Minnesota municipal corporation, under the laws of
Minnesota (“City”), and Kenyon Real Estate 2, LLC, a limited liability company formed under
the laws of the state of Minnesota (the “Redeveloper”), have entered into a certain Contract for
Private Redevelopment (the “Agreement”) dated the ____ day of _______, 2026, and recorded in
the office of the County Recorder or Registrar in Goodhue County, Minnesota, as Document No.
__________, which Agreement contained certain covenants and restrictions regarding
completion of the Minimum Improvements, as defined in the Agreement; and

      WHEREAS, the Redeveloper has performed said covenants and conditions in a manner
deemed sufficient by the City to permit the execution and recording of this certification.

       NOW, THEREFORE, this is to certify that all construction of the Minimum
Improvements specified to be done and made by the Redeveloper has been completed and the
covenants and conditions in the Agreement have been performed by the Redeveloper, and the
County Recorder in Goodhue County, Minnesota, is hereby authorized to accept for recording
and to record the filing of this instrument, to be a conclusive determination of the satisfactory
termination of the covenants and conditions relating to completion of the Minimum
Improvements and the expiration of certain obligations contained in the Agreement to the extent
expressly provided for therein. Unless otherwise expressly provided in the Agreement,
Redeveloper shall be deemed to have satisfied its obligations under the Agreement.


Dated: _______________.                       CITY OF KENYON

                                              By     ______________________________
                                                     City Administrator

STATE OF MINNESOTA                    )
                                      ) ss.
COUNTY OF GOODHUE                     )

      The foregoing instrument as acknowledged before me this _____ day of _________,
20___, by _______________________, the City Administrator of the City of Kenyon, a
Minnesota municipal corporation under the laws of Minnesota, on behalf of the corporation.

                                              ____________________________________
                                              Notary Public




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                                         EXHIBIT E TO
                                  REDEVELOPMENT AGREEMENT

                                         FORM OF TIF NOTE

        The Note will be in substantially the following form, with the blanks to be properly filled
in and the principal amount and payment schedule adjusted as of the date of issue:

                                      UNITED STATES OF AMERICA
                                         STATE OF MINNESOTA
                                          GOODHUE COUNTY
                                           CITY OF KENYON

No. R-1                                                                             $1,575,744.00

                           TAXABLE TAX INCREMENT REVENUE NOTE
                                        SERIES 2028

                                                                                              Date
Rate                                                                             of Original Issue

____%                                                                              __________

        The City of Kenyon (“CITY”), for value received, certifies that it is indebted and hereby
promises to pay to Kenyon Real Estate 2, LLC, or registered assigns (the “Owner”), the principal
sum of $1,575,744.00 and to pay interest thereon at the rate of ___ percent per annum, as and to
the extent set forth herein.

      1.      Payments. Principal and interest (“Payments”) are estimated to be paid on
August 1, 202__, and each February 1 and August 1 thereafter to and including February 1,
20___ (“Payment Dates”), in the amounts and from the sources set forth in Section 3 herein.
Payments will be applied first to accrued interest, and then to unpaid principal.

        Payments are payable by mail to the address of the Owner or any other address as the
Owner may designate upon 30 days written notice to CITY. Payments on this Note are payable
in any coin or currency of the United States of America which, on the Payment Date, is legal
tender for the payment of public and private debts.

       2.     Interest. Interest at the rate stated herein will accrue on the unpaid principal,
commencing on the date of original issue. Interest will be computed on the basis of a year of 360
days and charged for actual days principal is unpaid.

       3.     Available Tax Increment. Payments on this Note are payable on each Payment
Date in the amount of and solely payable from “Available Tax Increment,” which will mean, on
each Payment Date, 90 percent of the Tax Increment attributable to the Redevelopment Property
(defined in the Agreement) and paid to the CITY by Goodhue County in the six months
preceding the Payment Date, all as the terms are defined in the Contract for Private
Redevelopment between the CITY and Owner dated as of September ___, 2026 (the

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“Agreement”). Available Tax Increment will not include any Tax Increment if, as of any
Payment Date, there is an uncured Event of Default by the Owner under the Agreement.

        The CITY will have no obligation to pay principal of and interest on this Note on each
Payment Date from any source other than Available Tax Increment, and the failure of the CITY
to pay the entire amount of principal or interest on this Note on any Payment Date will not
constitute a default hereunder as long as the CITY pays principal and interest hereon to the
extent of Available Tax Increment. The CITY will have no obligation to pay unpaid balance of
principal or accrued interest that may remain after the final Payment on February 1, 20___.

        4.      Optional Prepayment. The principal sum and all accrued interest payable under
this Note is prepayable in whole or in part at any time by CITY without premium or penalty. No
partial prepayment will affect the amount or timing of any other regular payment otherwise
required to be made under this Note.

        5.     Termination. At the CITY’s option, this Note will terminate and the CITY’s
obligation to make any payments under this Note will be discharged upon the occurrence of an
Event of Default on the part of the Redeveloper as defined in Section 8.1 of the Agreement, but
only if the Event of Default has not been cured in accordance with Section 8.2 of the Agreement.

        6.      Nature of Obligation. This Note is a single note in the total principal amount of
$1,575,744.00 issued to aid in financing certain public redevelopment costs and administrative
costs of a Redevelopment Project undertaken by the CITY pursuant to Minnesota Statutes,
Sections 469.001 through 469.047, as amended, and is issued pursuant to an authorizing
resolution (the “Resolution”) duly adopted by the CITY on June 30, 2026, and pursuant to and in
full conformity with the Constitution and laws of the State of Minnesota, including Minnesota
Statutes, Sections 469.174 to 469.179, as amended. This Note is a limited obligation of the
CITY which is payable solely from Available Tax Increment pledged to the payment hereof
under the Resolution. This Note and the interest hereon will not be deemed to constitute a
general obligation of the State of Minnesota or any political subdivision thereof, including,
without limitation, the CITY. Neither the State of Minnesota, nor any political subdivision
thereof will be obligated to pay the principal of or interest on this Note or other costs incident
hereto except out of Available Tax Increment, and neither the full faith and credit nor the taxing
power of the State of Minnesota or any political subdivision thereof is pledged to the payment of
the principal of or interest on this Note or other costs incident hereto.

       7.       Estimated Tax Increment Payments. Any estimates of Tax Increment prepared by
the CITY or its financial advisors in connection with the TIF District or the Agreement are for
the benefit of the CITY, and are not intended as representations on which the Owner may rely.

     The CITY MAKES NO REPRESENTATION OR WARRANTY THAT THE
AVAILABLE TAX INCREMENT WILL BE SUFFICIENT TO PAY THE PRINCIPAL OF
AND INTEREST ON THIS NOTE.

        8.     Registration and Transfer. This Note is issuable only as a fully registered note
without coupons. As provided in the Resolution, and subject to certain limitations set forth
therein, this Note is transferable upon the books of the CITY kept for that purpose at the


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principal office of the Executive Director of the CITY as Registrar, by the Owner hereof in
person or by the Owner’s attorney duly authorized in writing, upon surrender of this Note
together with a written instrument of transfer satisfactory to the CITY, duly executed by the
Owner. Upon the transfer or exchange and the payment by the Owner of any tax, fee, or
governmental charge required to be paid by the CITY with respect to the transfer or exchange,
there will be issued in the name of the transferee a new Note of the same aggregate principal
amount, bearing interest at the same rate and maturing on the same dates.

        This Note will not be transferred to any person other than an affiliate, or other related
entity, of the Owner unless the CITY has been provided with an investment letter in a form
substantially similar to the investment letter submitted by the Owner or a certificate of the
transferor, in a form satisfactory to the CITY, that the transfer is exempt from registration and
prospectus delivery requirements of federal and applicable state securities laws.
Notwithstanding the foregoing, Owner may grant, pledge and assign to its construction lender, to
secure full payment and performance of its obligations under the loan, all of Owner’s right, title
and interest in and to this Note.

        IT IS HEREBY CERTIFIED AND RECITED that all acts, conditions, and things
required by the Constitution and laws of the State of Minnesota to be done, to exist, to happen,
and to be performed in order to make this Note a valid and binding limited obligation of the
CITY according to its terms, have been done, do exist, have happened, and have been performed
in due form, time and manner as so required.

        IN WITNESS WHEREOF, the City Council of the City of Kenyon, has caused this Note
to be executed with the manual signatures of its Mayor and City Administrator, all as of the Date
of Original Issue specified above.



                                             CITY OF KENYON



Mayor                                        City Administrator




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                                      REGISTRATION PROVISIONS


        The ownership of the unpaid balance of the within Note is registered in the bond register
of the City Administrator of the CITY, in the name of the person last listed below.

Date of Registration       Registered Owner              Signature of City Administrator

                           Kenyon Real Estate 2, LLC
                           527 Professional Drive
                           Suite 100
                           Northfield, MN 55057
                           Federal Tax ID #___________




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                                         EXHIBIT F TO
                                  REDEVELOPMENT AGREEMENT

                                  FORM OF INVESTMENT LETTER


To the City of Kenyon (City)
Attention: City Administrator

Dated: __________________, 202__

Re:     $1,575,744.00 Tax Increment Revenue Note (TIF District No. 2-1 (Apartment Building)


       The undersigned, as Purchaser of $1,575,744.00 in principal amount of the above-
captioned Tax Increment Revenue Note (the “Note”), approved by the City of Kenyon on
______________________, 2026, hereby represents to you and to Kennedy & Graven,
Chartered, Minneapolis, Minnesota, as legal counsel to the City, as follows:

        1.     We understand and acknowledge that the Note is delivered to the Purchaser on
this date pursuant to the Contract for Private Redevelopment by and between the City and the
Purchaser dated September ___, 2026 (the “Agreement”).

      2.      The Note is payable as to principal and interest solely from Available Tax
Increment pledged to the Note, as defined therein.

       3.       We have sufficient knowledge and experience in financial and business matters,
including purchase and ownership of municipal obligations, to be able to evaluate the risks and
merits of the investment represented by the purchase of the above-stated principal amount of the
Note.

        4.     We acknowledge that no offering statement, prospectus, offering circular or other
comprehensive offering document or disclosure containing material information with respect to
the City and the Note has been issued or prepared by the City, and that, in due diligence, we have
made our own inquiry and analysis with respect to the City, the Note and the security therefor,
and other material factors affecting the security and payment of the Note.

        5.     We acknowledge that we have either been supplied with or have access to
information, including financial statements and other financial information, to which a
reasonable investor would attach significance in making investment decisions, and we have had
the opportunity to ask questions and receive answers from knowledgeable individuals concerning
the City, the Note and the security therefor, and that as reasonable investors we have been able to
make our decision to purchase the above-stated principal amount of the Note.

        6.     We have been informed that the Note (i) is not being registered or otherwise
qualified for sale under the “Blue Sky” laws and regulations of any state, or under federal



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securities laws or regulations, (ii) will not be listed on any stock or other securities exchange, and
(iii) will carry no rating from any rating service.

       7.      We acknowledge that the City and Kennedy & Graven, Chartered, as legal
counsel to the City, have not made any representations or warranties as to the status of interest on
the Note for the purpose of federal or state income taxation.

        8.      We represent to you that we are purchasing the Note for our own account and not
for resale or other distribution thereof, except to the extent otherwise provided in the Note or as
otherwise approved in writing by the City.

        9.     All capitalized terms used herein have the meaning provided in the Agreement
unless the context clearly requires otherwise.

        10.      The Purchaser’s federal tax identification number is #_____________.

        11.      We acknowledge receipt of the Note on the date hereof.


       IN WITNESS WHEREOF, the undersigned has executed this Investment Letter as of the
date and year first written above.


                                               KENYON REAL ESTATE 2, LLC



                                               By:


                                               Its:




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                                          EXHIBIT G
                                             TO
                                  REDEVELOPMENT AGREEMENT

                             FORM OF AUTHORIZING RESOLUTION



                                      RESOLUTION NO. 2026-18
                                         CITY OF KENYON
                                      COUNTY OF GOODHUE
                                      STATE OF MINNESOTA


  ESTABLISHING MUNICIPAL DEVELOPMENT DISTRICT NO. 2, ADOPTING A
       DEVELOPMENT PROGRAM FOR DEVELOPMENT DISTRICT NO. 2,
 ESTABLISHING TAX INCREMENT FINANCING DISTRICT NO. 2-1 (APARTMENT
  BUILDING) THEREIN AND ADOPTING A TAX INCREMENT FINANCING PLAN
      THEREFOR; ADOPTING CONTRACT; ADOPTING INTERFUND LOAN

      BE IT RESOLVED, by the City Council (the "Council") of the City of Kenyon,
Minnesota (the "City"), as follows:

Section 1.       Recitals

        1.01. The City Council of the City of Kenyon (the "City") desires to establish
Development District No. 2 and adopted the Development Program therefor. It has been
proposed that the City adopt a Development Program for Development District No. 2 (the
"Development Program") and establish Tax Increment Financing District No. 2-1 (the "District")
therein and adopt a Tax Increment Financing Plan (the "TIF Plan") therefor (the Development
Program and the TIF Plan are referred to collectively herein as the "Program and Plan"); all
pursuant to and in conformity with applicable law, including Minnesota Statutes, Sections
469.124 to 469.133 and Sections 469.174 to 469.1794, all inclusive, as amended, (the "Act") all
as reflected in the Program and Plan, and presented for the Council's consideration.

       1.02. The City has investigated the facts relating to the Program and Plan and have
caused the Program and Plan to be prepared.

        1.03. The City has performed all actions required by law to be performed prior to the
establishment of the District and the adoption and approval of the proposed Program and Plan,
including, but not limited to, notifying the Goodhue County Board of Commissioners and
Kenyon-Wanamingo Schools, and the holding of a public hearing upon published notice as
required by law.

         1.04. Certain written reports (the ''Reports") relating to the Program and Plan and to the
activities contemplated therein have heretofore been prepared by staff and consultants and

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submitted to the Council and/or made a part of the City files and proceedings on the Program and
Plan. The Reports, including the redevelopment qualifications reports and planning documents,
include data, information and/or substantiation constituting or relating to the basis for the other
findings and determinations made in this resolution. The Council hereby confirms, ratifies and
adopts the Reports, which are hereby incorporated into and made as fully a part of this resolution
to the same extent as if set forth in full herein.

        1.05. The boundaries of the Development District are conterminous with the boundaries
of Tax increment Financing District No. 2-1 as established by the City and as shown in Exhibit V
of the Program and Plan.

Section 2.       Findings for the Adoption and Approval of the Development Program
                 Modification

       2.01. The Council approves the Development Program, and specifically finds that: (a)
the land within the Project area would not be developed without the financial aid to be sought
under this Development Program; (b) the Development Program, will afford maximum
opportunity, consistent with the needs of the City as a whole, for the development of the Project
by private enterprise; and (c) that the Development Program, conforms to the general plan for the
development of the City as a whole.

Section 3.       Findings for the Establishment of Tax Increment Financing District No. 2-1

      3.01. The Council hereby finds that the District is a "redevelopment district" under
Minnesota Statutes, Section 469.174 Subd. 10 and Minnesota Statutes, Section 469.176, Subd.
4j.

        3.02. The Council further finds that the proposed development would not occur solely
through private investment within the reasonably foreseeable future and that the increased
market value of the site that could reasonably be expected to occur without the use of tax
increment financing would be less than the increase in the market value estimated to result from
the proposed development after subtracting the present value of the projected tax increments for
the maximum duration of the District permitted by the Tax Increment Financing Plan, that the
Program and Plan conform to the general plan for the development or redevelopment of the City
as a whole; and that the Program and Plan will afford maximum opportunity consistent with the
sound needs of the City as a whole, for the development or redevelopment of the District by
private enterprise.

       3.03. The Council further finds, declares and determines that the City made the above
findings stated in this Section and has set forth the reasons and supporting facts for each
determination in writing, as set forth in the Program and Plan.

Section 4.       Public Purpose

       4.01. The adoption of the Program and Plan conforms in all respects to the
requirements of the Act and will help fulfill a need to develop an area of the City which is


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already built up, to provide housing opportunities, to improve the tax base and to improve the
general economy of the State and thereby serves a public purpose. For the reasons described in
Exhibit A, the City believes these benefits directly derive from the tax increment assistance
provided under the TIF Plan. A private developer will receive only the assistance needed to
make this development financially feasible. As such, any private benefits received by a
developer are incidental and do not outweigh the primary public benefits.

Section 5.       Approval and Adoption of the Program and Plan, and Contract

        5.01. The Program and Plan, as presented to the Council on this date, including without
limitation the findings and statements of objectives contained therein, are hereby approved,
ratified, established, and adopted and shall be placed on file in the office of the City
Administrator.

        5.02. The Contract for Private Development (the “Contract”) prepared by the City
regarding the proposed development and the District, and any business subsidies, in substantially
the form as presented to the Council on this date, is hereby approved, but with such
modifications as shall be deemed necessary, desirable or appropriate, its execution thereof to
constitute conclusive evidence of the approval of any and all modifications therein.

        5.03. The staff of the City, the City's advisors and legal counsel are authorized and
directed to proceed with the implementation of the Program and Plan and to negotiate, draft,
prepare and present to the Council for consideration of all further plans, resolutions, documents
and contracts necessary for this purpose.

        5.04. The Auditor of Goodhue County is requested to certify the original net tax
capacity of the District, as described in the Program and Plan, and to certify in each year
thereafter the amount by which the original net tax capacity has increased or decreased; and the
City is authorized and directed to forthwith transmit this request to the County Auditor in such
form and content as the Auditor may specify, together with a list of all properties within the
District, for which building permits have been issued during the 18 months immediately
preceding the adoption of this resolution.

       5.05. The Mayor and City Administrator are further authorized and directed to file a
copy of the Program and Plan with the Commissioner of the Minnesota Department of Revenue
and the Office of the State Auditor pursuant to Minnesota Statutes 469.175, Subd. 4a.




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Section 6.       Interfund Loan

      6.01. The City authorizes the use of an interfund loan established by the City for the
advance of certain costs in connection with Tax Increment Financing District No. 2-1.

Date Adopted:             June 30, 2026.
                                                  Kenyon City Council

                                                  ______________________
                                                  Don Kirchmann, Mayor
ATTEST:


______________________________
Scott Lehner, City Administrator




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                                      SUB-GRANT AGREEMENT
                  (Minnesota Department of Employment and Economic Development)
       This SUB-GRANT AGREEMENT (the “Agreement”) is made this ___ day of _______________,
2026, by and between the CITY OF KENYON, a Minnesota municipal corporation (the “City”), and
KENYON REAL ESTATE 2, LLC, a limited liability company formed under the laws of the State of
Minnesota (the “Developer”).
                                              WITNESSETH:
         WHEREAS, the Developer is the fee owner of the real property described in Exhibit B attached
hereto (the “Redevelopment Property”); and
        WHEREAS, the Developer intends to demolish the existing structures and construction of a new
36-unit apartment development residential building on the Redevelopment Property (the “Project”); and
        WHEREAS, the City has applied for and secured a Redevelopment Grant from the Minnesota
Department of Employment and Economic Development (“DEED”) in an amount not to exceed $180,975
(the “Redevelopment Grant”), the proceeds of which will provide reimbursement for certain costs (the
“Grant Eligible Activities”) outlined in a Grant Contract Agreement, Grant Contract Agreement No. RDGP-
26-0006-o-FY26, Sunset Homes Project, between DEED and the City, a copy of which is attached hereto
as Exhibit A (the “Grant Agreement”), and is incorporated herein and made part of this Agreement; and
         WHEREAS, the requirements of Minnesota Statutes, Section 116J.993 through 116J.995, as
amended (the “Business Subsidy Act”), do not apply to this Agreement because the Project is a housing
project.
        NOW, THEREFORE, in consideration of the covenants and mutual obligations of the parties, the
City and Developer agree as follows:
         1.       Redevelopment Grant.

                 (a)     The City will distribute funds received under the Grant Agreement upon the
         continuing compliance by the Developer with its obligations hereunder and under the Grant
         Agreement. The Developer shall use the grant proceeds which are being provided by the City under
         this Agreement solely for Grant Eligible Activities in accordance with the Grant Agreement. The
         grant proceeds shall not be used for any ineligible uses as described in the Grant Agreement.

                 (b)      It is expressly understood and agreed that all payments by the City to the Developer
         shall be paid pursuant to the terms and conditions of the Grant Agreement, and that only costs
         authorized under the Grant Agreement shall be eligible for reimbursement. Any costs incurred by
         the Developer that are determined not to be authorized under the Grant Agreement shall be the sole
         responsibility of the Developer. Eligibility for reimbursement of any and all expenditures made by
         the Developer is solely within the discretion of DEED and as represented in the Grant Agreement,
         and the Developer shall be solely responsible for providing adequate documentation for
         reimbursement pursuant to the terms of the Grant Agreement.

                (c)      The Developer understands and agrees that any reduction or termination of funds
         made available to DEED from the Redevelopment Grant Program may result in a like reduction in
         the amount of the grant proceeds that will be made available to the Developer pursuant to this
         Agreement. Pursuant to Section 9.1 of the Grant Agreement, the parties agree that none of the


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                                                                                                                 70
         grant funds may be made available to any subgrantee or subrecipient without the prior written
         consent of DEED. The Developer understands and agrees that the City shall have no obligation to
         provide any funds pursuant to this Agreement unless and until it receives proceeds of the
         Redevelopment Grant from DEED.

          2.     City’s Obligations. The City will be responsible for reimbursing the Developer for the
costs of the Grant Eligible Activities up to a total amount of $180,973 (which will be funded solely from
the grant proceeds actually received from DEED). The City will disburse funds to the Developer pursuant
to this Agreement and the Grant Agreement from and to the extent proceeds of the Redevelopment Grant
are received by the City, based upon reimbursement requests submitted by the Developer. Reimbursement
requests must be accompanied by all information and documentation needed by the City pursuant to the
Grant Agreement to submit a payment request form to DEED. The Developer shall be solely responsible
for ensuring such requests meet the criteria of the Grant Agreement. All disbursement requests will be
reviewed and approved by the City and DEED. In order to ensure that all funds are drawn prior to the
expiration of the Redevelopment Grant, all payment requests must be received by the City at least 60 days
prior to the grant-term expiration date of June 30, 2029 unless extended by the City in writing, otherwise
any unrequested funds will be lost. The City shall have no obligation to disburse any of these funds if, at
the time of disbursement, the Developer is in default under any of the terms of this Agreement, the Grant
Agreement, or any other agreement between the Developer and the City related to the Project.

        3.      Developer’s Obligations. The Developer shall perform and satisfy all obligations of the
City under the Grant Agreement. Specifically, but without limiting the foregoing, the Developer must
perform all the following with respect to the Work (as defined herein) and in satisfaction of the Grant
Agreement’s obligations:

                  (a)      The Developer will be responsible for constructing the Project on the Development
         Property (the “Work”). All work provided by the Developer under this Agreement must be
         performed to DEED’s reasonable satisfaction and in accordance with all applicable federal, state,
         and local laws, ordinances, rules, and regulations. The Developer will not receive payment for
         work found by the City or DEED to be reasonably unsatisfactory or performed in violation of
         federal, state, or local law.

                 (b)     The Developer will comply with all requirements and conditions of the Grant
         Agreement that, by their nature, must be performed by Developer rather than City and that are
         conditions of award of funds under the Grant Agreement.

                  (c)    The Developer must take all other actions as are needed to ensure compliance with
         the Grant Agreement and provide such information and assistance to the City as may reasonably
         be needed to ensure the City can comply with the requirements of the Grant Agreement that, by
         their nature, must be performed by the City rather than the Developer.

                 (d)      In order to permit the City and DEED to monitor compliance with this Agreement,
         the Developer shall permit any person that the City or DEED designate, at the City or DEED’s
         expense, to visit and inspect the Development Property, corporate books and financial records and
         documents of the Developer as relevant to receipt and expenditure of the grant funds or this
         Agreement and to discuss its affairs, finances, and accounts (as they relate to receipt and
         expenditure of the grant funds or this Agreement) with the principal officers of Developer, all at
         such reasonable times and as often as the City or DEED may reasonably request during the term of
         this Agreement and for a period of six years after the termination of this Agreement.



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                  (e)      The Developer shall include in any contract or subcontract for the Work
         appropriate provisions to ensure contractor or subcontractor compliance with all applicable state
         and federal laws and the requirements of the Grant Agreement, including, but certainly not limited
         to, payment of prevailing wages to the extent required in the Grant Agreement and Minnesota state
         law. Along with such provisions, the Developer shall also require that contractors and
         subcontractors performing work covered by this grant obtain all required permits, licenses, and
         certifications, and comply with all applicable state and federal Occupational Safety and Health Act
         regulations, especially the federal Hazardous Waste Operations and Emergency Response
         standards under Code of Federal Regulations, Title 29, Sections 1910.120 and 1926.65.

                  (f)     The Developer shall construct the Project to meet all applicable local codes,
         rehabilitation standards, ordinances, and zoning regulations. The City and DEED assume no
         responsibility for obtaining any applicable local, state, or federal licenses, permits, bonds,
         authorizations, or approvals necessary to perform or complete the Work. The Developer and its
         contractors, if any, must comply with all applicable licensing, permitting, bonding, authorization,
         and approval requirements of federal, state, and local governmental and regulatory agencies,
         including conservation districts.

                 (g)      Provide the City with all information that is needed by the City to submit the
         written reports required by the Grant Agreement, including but not limited to the reports required
         by Section 5 of the Grant Agreement.

                (h)      The Developer is solely responsible for hiring and supervising all work necessary
         to complete the Grant Eligible Activities. The City shall not be liable with regard to such work.

                  (i)      The Developer shall comply in all respects with the Grant Agreement which are
         incorporated herein by reference. The Developer acknowledges and agrees that all terms,
         conditions and obligations contained in the Grant Agreement are incorporated herein, and made a
         part of this Agreement. In addition to the terms, conditions and obligations described herein, the
         Developer further acknowledges, accepts and assumes all of the City’s obligations described in the
         Grant Agreement, unless such obligations can only be reasonably performed by the City, including
         but not limited to, the obligation to repay the Redevelopment Grant at any time if required by DEED
         within 30 days of request from the City.

                  (j)      The City must certify to DEED that all contractors and subcontractors have been
         paid and that the work performed is determined to be satisfactory. The Developer will provide a
         certification to the City that all contractors and subcontractors have been paid and that the work
         performed is determined to be satisfactory prior to seeking reimbursement for any related costs.

                  (k)     The Developer agrees to promptly notify the City of any proposed material change
         in the development plans for the Development Property, the scope of the Project, the Project budget
         or entire Project’s completion date.

                  (l)     The Grant Agreement generally includes various reporting requirements that the
         City must undertake as a condition on receipt of the grant funds. In order for the City to adequately
         meet its obligations under the Grant Agreement, the Developer shall be required to provide the City
         with all information identified in the Grant Agreement, and any other additional information that
         the City deems reasonably necessary to comply with its obligations under the Grant Agreement. In
         the event that the Developer fails to provide the City with the necessary information in a timely
         manner, the City shall cease making any additional applications for payment under the Grant


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                                                                                                                 72
         Agreement until such time as the Developer has provided all of the information requested by the
         City.

                  (m)     The Developer certifies that it follows Minnesota Statutes, Section 176.181,
         subd. 2, pertaining to worker’s compensation insurance coverage. The Developer’s employees and
         agents will not be considered City employees. Any claims that may arise under the Minnesota
         Worker’s Compensation Act on behalf of these employees and any claims made by any third party
         as a consequence of any act or omission on the part of these employees are in no way the City’s
         obligation or responsibility.

                 (n)     Any publicity regarding the subject matter of the Grants must identify DEED as
         the sponsoring agency. For purposes of this provision, publicity includes notices, informational
         pamphlets, press releases, research, reports, signs, and similar public notices prepared by or for the
         Developer individually or jointly with others, or any subcontractors, with respect to the Project.
         The Developer must not claim that DEED or the City endorses its products or services.

               (o)       The Developer agrees it shall provide all matching funds required by the Grant
         Agreement.
          4.     Business Subsidy Act Inapplicable. Pursuant to Minnesota Statutes, Section 116J.993,
subd. 3, the Redevelopment Grant funding made available to the Developer hereunder does not meet the
definition of “business subsidy,” and therefore the Business Subsidy Act does not apply to this Agreement.

        5.       Not a Loan. The dollars awarded under this Agreement are grant funds and shall only be
used as grant funds and cannot take the form of an interest-bearing loan, a non-interest-bearing loan, a
deferred loan, a forgivable deferred loan or any other type of loan.

         6.       Indemnification. Subject to the limitations provided in Minnesota Statutes, Chapter 466,
to the fullest extent permitted by law, the Developer shall defend, indemnify and hold harmless the City
and its members, employees and agents from and against all claims, damages, losses and expenses,
including but not limited to attorneys’ fees, arising out of or resulting from the conduct or implementation
of the Project activities funded by the Redevelopment Grant and the City’s obligations under the Grant
Agreement, including without limitation the City’s obligations under the Grant Agreement, except to the
extent the claims, damages, losses and expenses arise from the City’s own willful misconduct.
Additionally, and for the avoidance of doubt, the Developer understands and acknowledges that the
preceding sentence applies to any and all claims asserted by DEED, the Minnesota Department of Labor
and Industry, and any other party related to the Developer’s acts or omissions associated with the Project
or the Work, including, but certainly not limited to, claims related to the Developer’s failure to adhere to
the prevailing wage requirements to any extent required and any damages, losses and expenses, including
but not limited to attorneys’ fees, incurred by the City as a result thereof. The obligations contained herein
shall not be construed to negate, abridge, or otherwise reduce any other right or obligation of indemnity
which otherwise would exist between the City and the Developer. The provisions of this section shall
survive the expiration or termination of this Agreement. This indemnification shall not be construed as a
waiver on the part of the City of any immunities or limits on liability provided by Minnesota Statutes,
Chapter 466 or other applicable state or federal law.

         7.      Data Practices. All data collected, created, received, maintained or disseminated for any
purpose in the course of the Developer’s performance of this Agreement is governed by the Minnesota
Government Data Practices Act, Minnesota Statutes Chapter 13, and any other applicable state statutes, any
state rules adopted to implement the Act and statutes, as well as federal statutes and regulations on data
privacy.

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        8.     Notices and Demands. Any notice, demand or other communication made under this
Agreement by either party to the other shall be sufficiently given if it is dispatched by registered or certified
United States mail, postage prepaid, return receipt requested or delivered personally to

         a. As to the Developer:                    Kenyon Real Estate 2, LLC
                                                    527 Professional Drive, Suite 100
                                                    Northfield, MN 55057
                                                    Attn: Brett Reese

         b.       As to the City:                   City of Kenyon
                                                    709 Second Street
                                                    Kenyon, MN 55946
                                                    Attn: City Administrator

Or such other address as either party may, from time to time, designate in writing and send to the others as
provided in this section.
        9.       Disclaimer of Relationship. Nothing in this Agreement or any act of the City or the
Developer shall be deemed or construed by the Developer or any third party to create any partnership, joint
venture or limited general partnership between the Developer and the City or establish any relation of third-
party beneficiary.
        10.      Governing Law. This Agreement is governed by Minnesota Law, without regard to its
choice-of-law provisions. Venue for all legal proceedings out of this Agreement, or its breach, must be in
the appropriate state or federal court with competent jurisdiction in Goodhue County, Minnesota.
       11.      Counterparts. This Agreement may be executed in any number of counterparts, each of
which shall constitute one and the same instrument.
         12.      Amendment. This Agreement may only be amended by written agreement of the parties.
        13.      Termination for Insufficient Funding. The City may immediately terminate this
Agreement if it does not obtain funding from the DEED, or if DEED otherwise notifies City that the Grant
Agreement has been terminated. Notice of such termination must be by written or via electronic
communication to the Developer. The City is not obligated to pay for any costs incurred after notice and
effective date of termination.




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                                                                                                                    74
          IN WITNESS WHEREOF, the City and Developer have caused this Agreement to be duly executed
in their names on or as of the date first above written.


                                               CITY OF KENYON, MINNESOTA


                                               By:      ____________________________________
                                                        Don Kirchmann
                                                        Mayor


                                               By:      ____________________________________
                                                        Scott Lehner
                                                        City Administrator

STATE OF MINNESOTA )
                             ) SS.
COUNTY OF GOODHUE )


       The foregoing instrument was acknowledged before me this ___ day of ________________, 2026, by
Don Kirchmann and Scott Lehner, the Mayor and City Administrator, respectively, of the City of Kenyon, a
Minnesota municipal corporation, on behalf of the City.




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                                                                                                           75
                                              KENYON REAL ESTATE 2, LLC



                                              By:     _______________________________
                                                      Brett Reese
                                              Its:    Chief Manager


STATE OF MINNESOTA            )
                              ) SS.
COUNTY OF ____________        )


        The foregoing instrument was acknowledged before me this __ day of September, 2026, by Brett
Reese, the Chief Manager of Kenyon Real Estate 2, LLC, a Minnesota limited liability company, by and
on behalf of said company.


                                                      __________________________________
                                                      Notary Public




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                                                                                                       76
                         EXHIBIT A
                      GRANT AGREEMENT
                        [to be attached]




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                                           77
                                   EXHIBIT B
                      DESCRIPTION OF DEVELOPMENT PROPERTY




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                                  DEVELOPERS AGREEMENT


      THIS AGREEMENT is made this ______ day of September, 2026, by and between the
CITY OF KENYON, a Minnesota municipal corporation (hereinafter referred to as the "City"), and
KENYON REAL ESTATE 2, LLC, a Minnesota limited liability company (the "Developer").

                                                Recitals

      A.       The Developer is the fee owner of certain real estate located in Goodhue County,
Minnesota, legally described as

                                           (See EXHIBIT A)

(hereinafter referred to as the "Property").

        B.      The Developer shall plat the Property consistent with the preliminary plat of
KENYON CROSSINGS (the “Plat”) approved by the City Council in Resolution No. ______ on
__________, 2026, subject to the conditions and requirements contained in the authorizing
resolution, the Kenyon City Code and state statutes.

       C.       The Developer shall construct on the Property improvements consistent with the
approved site plan and the preliminary Plat approved by the City Council in Resolution
No. _________ on ____________, 2026, subject to the conditions and requirements contained in
the authorizing resolution, the Kenyon City Code and state statutes, which involves the
construction of a multi-family apartment building and site work and infrastructure (including, but
not limited to utility, street and miscellaneous improvements as set forth in this Agreement or the
approved site plan) at the Property.

       D.      The Developer is required to construct and install at its sole expense certain street,
grading, private sanitary sewer, private water supply and distribution, drainage, landscaping and
other improvements as required by City ordinance (the "Improvements") and as approved by the
City Engineer.

                                               Agreement

      NOW THEREFORE, in consideration of each party's promises as set forth in this
Agreement, it is mutually agreed as follows:




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                                     ARTICLE ONE
                           REPRESENTATIONS AND WARRANTIES

1.01. City Representations and Warranties. The City makes the following representations as the
basis for the undertakings on its part contained herein:

       A.      The City is a municipal corporation under the laws of Minnesota.

        B.     The City has the right, power and authority to execute, deliver and perform its
obligations under this Agreement.

1.02. Developer Representations and Warranties. The Developer makes the following
representations as the basis for the undertakings on its part contained herein:

       A.      The Developer is a Minnesota limited liability company.

        B.      The Developer has the right, power and authority to execute, deliver and perform its
obligations under this Agreement. The Developer assures the City that the individuals who execute
this Agreement on behalf of the Developer are duly authorized to sign on behalf of the Developer
and to bind the Developer thereto.

        C.     The Developer is not in default under any lease, contract, or agreement to which it is
a party or by which it is bound which would affect its performance under this Agreement. The
Developer is not a party to or bound by any mortgage, lien, lease, agreement, instrument, order,
judgment, or decree which would prohibit the execution or performance of this Agreement by the
Developer or prohibit any of the transactions provided for in this Agreement.

        D.       The Developer has complied with and will continue to comply with all applicable
federal, state and local statutes, laws, ordinances and regulations including, without limitation, any
permits, licenses and applicable zoning, environmental, or other laws, ordinances, or regulations
affecting the Property or the Improvements. The Developer is not aware of any pending or
threatened claim of any such violation. Without limitation of the foregoing, the Developer
expressly acknowledges and agrees that it has and shall at all times comply with each and every
provision of the City’s subdivision, zoning, and other related municipal code regulations.

         E.       There is no suit, action, arbitration or legal, administrative or other proceeding or
governmental investigation pending or threatened against or affecting the Developer or Property.
The Developer is not in default with respect to any order, writ, injunction or decree of any federal,
state, local or foreign court, department, agency or instrumentality.

        F.     None of the representations and warranties made by the Developer or made in any
exhibit hereto or memorandum or writing furnished or to be furnished by the Developer or on its
behalf contains or will contain any untrue statement of material fact or omits any material fact, the
omission of which would be misleading.


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      G.      The Developer has sufficient funds or has obtained a commitment for financing in
an amount adequate to finance construction of the Improvements.

                                       ARTICLE TWO
                               CONSTRUCTION OF IMPROVEMENTS

2.01. Agreement to Construct Improvements. The Developer agrees to construct the
Improvements, including the site preparation, demolition, utility installation, landscaping,
grading, earthwork, retaining walls, storm water ponding, structured and surface parking, and
other improvements required by City ordinance for development of the Property. The
Improvements are more fully described in the site plans, preliminary plat and specifications
approved by the City (the "Plans"). A final copy of the Plans, subject to approval of the City
Engineer, must be filed with the City prior to commencement of construction of the Improvements.
All labor and work performed by the Developer in connection with construction of the
Improvements will be done and performed in the best and most worker-like manner and in strict
conformance with the Plans. Any deviation from the Plans must be approved in writing by the City.
Construction of the Improvements shall be completed no later as set forth in Section 2.04 of this
Agreement. Prior to initiating construction of the Improvements, the Developer shall hold a pre-
construction meeting with the City to review and resolve any issues involving the construction of
the Improvements.

 a.         The Developer shall construct and install, at its sole cost and expense and subject to the
            terms and conditions contained herein, the following public or private improvements in
            compliance with City approved plans and specifications prepared in accordance with all
            policies, rules, regulations, standards, specifications and ordinances of the City and as
            shown on the final construction plans and summarized below:

        i.         Public Street:
                              1. Replacement of portions of public street pavement, curb and gutter,
                                  valley gutters and other surfaces
                              2. Public sidewalks, landings, and pedestrian ramps

      ii.          Parking: Parking lots and stalls within the Property and public right-of-way:

      iii.         Sanitary Sewer: Sanitary service lines and connection to the Public main

      iv.          Water: Private water service lines and valves and connection to the Public main

       v.          Stormwater Drainage: Overland and underground stormwater conveyance and
                   connection(s) to public main(s)




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       vi.         Grading, Erosion Control and Turf Restoration: The Developer shall be solely
                   responsible for all costs for site and street grading, erosion control and turf
                   restoration associated with the development.


    vii.           Private Utilities Installation: The developer shall be responsible to coordinate and
                   pay for installation of private utilities to serve the development including gas,
                   buried electric, and buried communication infrastructure.

   viii.           Street Signs and Traffic Control Signs: The developer shall relocate or furnish and
                   install street and traffic control signage as required by the City Engineer.


2.02. Obtaining Permits. The Developer shall obtain in a timely manner and pay for all permits,
licenses, and approvals required in connection with construction of the Improvements, and all
easements and licenses necessary for access to the Property and construction of the Improvements.
Anticipated Permits include:

            Minnesota Department of Transportation (MnDOT) Drainage Permit, Driveway/access
             permit, Utility accommodation permit, and miscellaneous work permit, if requested by
             MnDOT
            NPDES Stormwater Construction Permit;
            City of Kenyon for Building Permits and Certificate of Zoning Compliance.

The Developer shall meet in a timely manner the requirements of all applicable local, state, and
federal laws and regulations which must be met before the Improvements may be lawfully
constructed. Specifically, prior to obtaining any building permits or grading permits as required
under this Section 2.02 or otherwise, the Developer shall complete the following requirements:
satisfy and comply with all City Engineer requirements and conditions regarding the Plans;
complete all requirements set forth in Section 3.01 of this Agreement regarding the Plat.

2.03. Staking, Surveying, and Inspections. The Developer must provide for all staking, surveying
and inspections for the Improvements in order to ensure that the completed Improvements conform
to the Plans. The City will provide for general inspection, at the Developer’s expense, on a basis
that it determines necessary and appropriate within its sole discretion. The Developer must notify
the City in advance of all tests to be performed regarding the Improvements.

Certain critical point inspections or observations of Public infrastructure must be performed by the
City Engineer or appointed City staff, at the expense of the developer, including:
     Sanitary sewer service, water service, and storm sewer connections to public mains
     Backfilling of utility excavations within the public right-of-way
     Public street grading activities including:
            o Subgrade tolerancing and proof rolling
            o Aggregate base tolerancing and proof rolling


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           o Aggregate sampling, if requested by the City Engineer
      Concrete
           o Stringline or formwork grade verification for curbs and valley gutters
           o Formwork grade verification of sidewalks, landings, and pedestrian ramps
      Bituminous paving mix and depth verification
      Project administrative activities including a preconstruction meeting, punch list and
       warranty inspections.

Critical point inspections require a minimum 48-hour notice.

2.04. Time for Developer's Performance: General Provision. The Developer agrees that it will
commence work on the Improvements on or before ____________, 2026 and shall complete the
Improvements on or before ________________, 2027. In the event of a “phased” construction
schedule, each phase shall be subject to its own timeline based upon the date of issuance of the
building permit. The City may at its discretion extend the dates specified in this Section 2.04 upon
receipt of written notice from the Developer of the existence of causes which will delay the
completion of the Improvements if such causes are ones over which the Developer has no control
and which could not have been reasonably foreseen by the Developer. If an extension of the date of
completion of the Improvements is granted by the City, the Developer must continue the
performance bond required by this Agreement to cover the work during the extension of time.

2.05. Additional Work or Materials. The Improvements shall be constructed at no expense to the
City except as set forth in Section 3.19. The Developer shall not do any work or furnish any
materials for which reimbursement is expected from the City, unless such work is first ordered and
reimbursement is approved by the City. Any work or materials which is done or furnished by the
Developer without prior written order is furnished at the Developer's risk, cost and expense, and the
Developer agrees that it will make no claim for compensation for work or materials so done or
furnished.

2.06. Financial Guarantee. Prior to commencement of construction of the Improvements, the
Developer agrees to furnish the City a performance bond, certified check, certificate of deposit,
irrevocable letter of credit or cash escrow in the amount of 125% of the estimated costs for the
Public Improvements (the "Financial Guarantee"), such estimates to be based on received bids or
other evidence satisfactory to the City in its sole discretion. The estimated costs for the Developer
for the Improvements for the development of the Plat are set forth in Exhibit B attached to this
Agreement. Upon failure of Developer to perform, the City may declare the Developer to be in
default under this Agreement and, upon failure of the Developer to cure the default within 30 days
of written notice, may demand the Financial Guarantee be paid over to the City. From the proceeds
of the Financial Guarantee, the City shall be reimbursed for any attorneys' fees, engineering fees or
other technical, administrative or professional assistance, and the remainder thereof shall be used by
the City to complete the Improvements. The Developer shall be liable to the City in the event that
the Financial Guarantee is inadequate to reimburse the City for its costs and pay for the completion
of the Improvements. Upon completion of the Improvements and passage of any required



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inspections and final acceptance of the Improvements by the City pursuant to Section 2.09 of this
Agreement, absent any default of the Developer, the Financial Guarantee may be terminated.

2.07. Insurance. The Developer shall furnish proof of insurance in the amount of at least
$1,000,000.00, acceptable to the City, covering any public liability or property damage by reason of
the operation of the Developer's equipment or laborers in connection with the Improvements.
Developer agrees to keep the insurance in force at all times during construction of the
Improvements and until acceptance thereof by the City. The insurance must name the City as an
additional insured and must provide that the insurer will give the City not less than 30 days' written
notice prior to cancellation or termination of the insurance policy.

2.08. Unsatisfactory Labor or Material. In the event that the City rejects as defective or unsuitable
any material or labor supplied by the Developer regarding the Improvements, the rejected material
must be removed and replaced with approved material and the rejected labor must be done again to
the specifications and approval of the City and at the sole cost and expense of the Developer.

2.09. Final Inspection/Acceptance. Upon completion of the Improvements, representatives of the
City and the Developer will make a final inspection of the work. Before final payment is made to
any contractor or subcontractor by the Developer, the City must be satisfied that all work is
satisfactorily completed in accordance with the Plans, and the Developer's engineer shall submit a
written statement attesting to the same. The City shall have no obligation to accept the
Improvements if they are not consistent with the Plans or not in compliance with all federal, state
and local laws and standards related thereto. Final approval and acceptance of the Improvements
shall be by a resolution duly adopted by the City.

2.10. Warranty on Property Work and Materials. The Developer warrants all work required to be
performed by it under this Agreement regarding the Improvements against defective material and
faulty workership for a period of one (1) year after completion and acceptance by the City, except
that the warranty period for the street, drainage, and erosion control portions of the Improvements
shall be for two (2) years after completion and acceptance by the City. All trees, grass, sod or other
landscaping installed in connection with the Improvements are warranted to be alive, of good
quality, and disease free for one year after planting. Any replacements of same shall be similarly
warranted for one year from the time of planting. The Developer shall be solely responsible for all
costs of performing repair and replacement work required by the City and shall perform such work
within thirty (30) days of receiving demand for such work from the City, weather permitting.

2.11. Records and Plans. The Developer agrees to provide the City with copies of all bids and
change orders, and the names of all suppliers and subcontractors, and other similar information
relating to the Improvements to be constructed by the Developer. Upon completion of the
Improvements, the Developer shall provide the City with a full set of as-built plans of the
Improvements for the City's records.

2.12. Maintenance Bond. Upon completion of the Improvements and prior to acceptance thereof
by the City, the Developer shall obtain or cause to be obtained and shall furnish the City a copy of a


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two-year maintenance bond guaranteeing the Improvements. The maintenance bond shall be in an
amount equal to ten percent (10%) of the financial guarantee.

2.13. Compliance with Existing Laws. The Developer warrants that all work performed pursuant
to this Agreement shall be in compliance with existing laws, ordinances, pertinent regulations,
standards, and specifications of the City, and is subject to approval of the City's Building Official
and City Engineer.

2.14. Lien Waivers. As a condition precedent to the City’s final acceptance of the Improvements
pursuant to Section 2.09 of this Agreement, the Developer shall deliver to the City final lien
releases or waivers by all contractors, subcontractors, materialmen, and other parties who have
supplied labor, materials or services for the construction of the Improvements, or who otherwise
might be entitled to claim a contractual, statutory, or constitutional lien against the
Improvements or Property.

2.15. Temporary Roads and Other Construction. If construction of the Improvements results in the
construction of temporary roads or other ways, or other temporary improvements or modifications
to the Property or any other property, the Developer shall, as a condition precedent to the City’s
final acceptance of the Improvements pursuant to Section 2.09 of this Agreement, remove all such
temporary improvements and otherwise return such property to the condition it was in prior to
construction of the Improvements; provided that the City may in its sole discretion, waive or modify
the requirements of this Section 2.15 by writing approved by the City Council and executed by the
City.

                                         ARTICLE THREE
                                      ADDITIONAL PROVISIONS

3.01 Platting Requirements. The Developer shall plat the Property consistent with the
preliminary Plat approved by the City Council in Resolution No. ______ on __________, 2026,
subject to the conditions and requirements contained in the authorizing resolution, the Kenyon
City Code, the City Attorney’s plat opinion, this Agreement, and state statutes. Subject to the
conditions and requirements contained in the Authorizing Resolution, the Kenyon City Code, the
City Attorney’s plat opinion, this Agreement and state statutes, the Developer shall finalize the
plat and shall cause the final Plat to be recorded with the Goodhue County Recorder and
Registrar of Titles and provide the City with a reproducible Mylar copy of said plat and a digital
copy of said plat in a format suitable to the City Engineer.

3.02. City Attorney Review; Title Work. Prior to recording the Plat with Goodhue County, the
Developer agrees to provide the City with current title work and Title Commitment for the Property
identifying any other entity with a legal interest in the Property, including but not limited to any
entity with a mortgage interest, easement interest, etc. The City’s approval of the Plat and this
Agreement are subject to the Developer’s compliance with this provision. The Developer shall
provide an Owner’s Policy of Title Insurance naming the City as the insured, showing the party
recording the plat and dedicating the easements as the fee simple owner, and insuring against loss or


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damage of all covered risks in the policy in the event that the party filing the Plat and dedicating the
easements did not own the property. The City shall have the ability to make a claim on the policy in
the event the party filing the Plat and dedicating the easements did not own the property. The
Developer shall provide an updated and certified Abstract of Title and/or Registered Property
Abstract as required by Minnesota Statutes, Section 505.03, or in the alternative, the Developer
must provide a Commitment for a Title Insurance Policy for the Property naming the City as the
proposed insured and with the amount of coverage for this policy being equal to $100,000.00 and
cause the issuance of a title insurance policy in the name of the City, all at the sole cost of the
Developer. The above-mentioned evidence of title shall be subject to the review and approval of the
City Attorney to determine what entities must execute the final Plat and other documents to be
recorded against the Property. In the event the Developer provides the City with an Owner’s Policy
of Title Insurance, the Developer’s Policy of Title Insurance shall be consistent with the
requirements of the City Attorney and with an effective date on which the final Plat is recorded.
The City will not issue any building permits or certificates of occupancy until the Developer has
provided the City with the Owner’s Policy of Title Insurance to the satisfaction of the City Attorney.
Further, the Developer shall provide the City with evidence, which sufficiency shall be determined
by the City, that all documents required to be recorded are recorded and all conditions for release of
the final Plat have been met prior to the City processing or approving any building permits or other
permits applicable to the development of the Property.

3.03. Payment of City Costs. The Developer agrees to reimburse the City its actual costs
regarding: (i) preparing and administering this Agreement and all other documents, permits, and
applications related thereto; (ii) processing the Plat and subdivision approvals relating to the
Property; (iii) preparing and reviewing an environmental assessment worksheet (EAW) and
environmental impact statement (EIS), if required; and (iv) water access and sewer access
connection fees as established by the City. In addition to and without limitation of the foregoing,
the costs to be reimbursed by the Developer to the City shall include, but not be limited to,
attorneys’ fees, engineering fees, inspection fees, and the costs and fees of other technical and
professional assistance (including but not limited to the cost of City staff time) incurred or expended
by the City on activities arising out of this Agreement, and other undertakings related thereto. The
City acknowledges the Developer deposited with the City the amount of $_____________ to be
applied to payment of the costs described in this Section 3.03. The Developer acknowledges that if
such costs exceed this amount, the Developer shall, upon demand by the City, pay such additional
costs to the City within 10 days of such demand, and provided further that the amount by which this
deposit exceeds the City’s actual costs, if any, shall be returned to the Developer.

        In the event the City does not recover its costs under the provisions of this Section 3.03, as
an additional remedy, City may, at its option, assess the Property in the manner provided by
Minnesota Statutes, Chapter 429, and Developer hereby consents to the levy of such special
assessments without notice or hearing and waives its rights to appeal such assessments pursuant to
Minnesota Statutes, Section 429.081, provided the amount levied, together with the funds deposited
with the City under this paragraph, does not exceed the expenses actually incurred by the City.
Further, the City may, at its option, as an additional remedy, recover expenses actually incurred by
the City, in the manner provided by Minnesota Statutes, Section 415.01, 366.011 and 366.012, and


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the Developer hereby consents to the levy of such assessments without notice or hearing and waives
its rights to appeal such assessments pursuant to such Minnesota Statutes, provided the amount
levied, together with the funds deposited with the City under this Section 3.03, does not exceed the
expenses actually incurred by the City pursuant to this Agreement. Finally, the Developer agrees all
such unpaid amounts constitute charges for governmental services that the City may, at its option,
collect as a first in priority lien on any lots and on any other property the Developer may own in the
state pursuant to Minnesota Statutes, section 514.67.

      This Section 3.03 shall survive termination of this Agreement and shall be binding on the
Developer regardless of the enforceability of any other provision of this Agreement.

3.04. Additional Requirements. Additional requirements include, but are not limited to, the
following:

        A.       The Developer shall satisfy, complete and abide by all requirements set forth in the
Authorizing Resolution set forth in Exhibit C, including adequately addressing all items as may be
directed by the City Attorney, City Engineer, or others with review and approval authority of the
City including any plat, or engineer opinions and the City Attorney’s plat opinion as to be set forth
in Exhibit D and incorporated herein by reference as if fully set forth in this Agreement required by
the Authorizing Resolution, and all adopted City ordinances and resolutions affecting the Property,
all of which are incorporated herein by reference as if fully set forth in this Agreement.

       B.      The Developer shall obtain all necessary sanitary sewer and water permits, if any,
from the City and comply with requirements stated therein.

        C.    The Developer shall apply for Final Plat approval within one year of the City
Council’s approval of the Plat or the Plat shall be considered void, unless an extension is requested
by the Developer.

         D.      The Developer shall satisfy all requirements made by the City Attorney as stated in
the Plat Opinion, or as amended by the City Attorney, as required by Section 3.02 of this
Agreement. Prior to recording the Plat with Goodhue County, the Developer shall provide an
updated and certified Abstract of Title and/or Registered Property Abstract as required by
Minnesota Statutes, Section 505.03, or in the alternative, the Developer must provide a
Commitment for a Title Insurance Policy for the Property naming the City as the proposed insured
and with the amount of coverage for this policy being equal to $100,000.00 and cause the issuance
of a title insurance policy in the name of the City, all at the sole cost of the Developer.

       E.      The Developer shall execute this Development Agreement.

       F.      The Developer shall reimburse the City for review fees by the City Attorney, City
Engineer, and any consultants, as required by Section 3.03 of this Agreement.

       G.      The Developer shall pay a Park Dedication Fee of $28,418, as required by Section


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3.13 of this Agreement. The calculation is provided below:

       Park Dedication Fee = Buildable Area (ac) x Land Value ($/ac) x 10% (for R-3 zoning)

               Calculation provided below:
               Existing property land valuation
               0.62 ac (PID 661000030) + 0.58 ac (PID 662800400) = 1.2 ac

               $87,900 + $82,100 = $170,000 (2026 county appraised land value) ÷ 1.2 ac
               = $141,667/ac (2026 land value per ac)

               Proposed buildable area = 37,190 sf (0.85ac) (area inside utility easements)
               Total Area = 43,065sf (.99 ac)
               Buildable Area:Total Area Ratio = 0.85ac ÷ 0.99 ac = 0.85

               Adjusted Park Fee
               Lot area req'd if residential density code were met
                       = 2700 sf/unit x 38 units = 102,600sf (2.36 ac)

               Adj Park Fee = 2.36 ac x 0.85 ratio x $141,667 x 10% = $28,418

       H.      The Developer shall comply with all other requirements of this Agreement.

3.05. Plat Modifications and Revisions. The Parties acknowledge that various potential
modifications and revision issues associated with the Plat may need to occur. The Developer agrees
to undertake, assist with, and resolve such issues as directed by the City. The Developer and the
City agree to cooperate with each other and their representatives regarding any reasonable requests
made subsequent to the execution of this Agreement to revise or correct any errors in the Plat and to
provide any and all additional documentation deemed necessary by either party to effectuate such
revisions or corrections to the Plat.

3.06. Property Monumentation. The Developer agrees to install all subdivision monumentation
(permanent) within six (6) months from the date of recording of this Agreement and shall submit
to the City written certification by a licensed land surveyor that the required monuments have
been installed throughout the plat. All monuments shall be marked with a steel or fiberglass post
to allow for easy location following their installation.

3.07. Attorneys’ Fees. If the City employs attorneys for the enforcement of any obligation on the
part of the Developer under this Agreement, the Developer agrees that it will pay to the City the
reasonable fees of the attorneys so incurred by the City.

3.08. Amendment. Any amendment to this Agreement must be in writing and signed by both
parties.



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3.09. Assignment. The Developer may not assign any of its obligations under this Agreement
without the prior written consent of the City.

3.10. Agreement to Run with Land. This Agreement shall be recorded among the land records of
Goodhue County, Minnesota. The provisions of this Agreement shall run with the Property and be
binding upon the Developer and its assigns or successors in interest. Notwithstanding the
foregoing, no conveyance of the Property or any part thereof shall relieve the Developer of its
liability for full performance of this Agreement unless the City expressly so releases the Developer
in writing.

3.11. Representatives Not Individually Liable. No officer, agent or employee of the City shall be
personally liable to the Developer, or any successor in interest, in the event of any default or breach
by the City on any obligation or term of this Agreement.

3.12. Notices and Demands. Any notice, demand, or other communication under this Agreement
by either party to the other shall be sufficiently given or delivered if it is dispatched by registered or
certified mail, postage prepaid, return receipt requested, or delivered personally:

        (a)     as to the Developer:            Kenyon Real Estate 2, LLC
                                                527 Professional Drive, Suite 100
                                                Northfield, MN 55057
                                                Attn: Brett Reese

                and with a copy to:             Siegel Brill PA
                                                100 Washington Avenue South, Suite 1300
                                                Minneapolis, MN 55401
                                                Attn: Anthony J. Gleekel

        (b)     as to the City:                 City of Kenyon
                                                709 Second Street
                                                Kenyon, MN 55946
                                                Attn: City Administrator

                And a copy to:                  Kennedy & Graven, Chartered
                                                150 South Fifth Street, Suite 700
                                                Minneapolis, MN 55402
                                                Attn: Scott J. Riggs

or at such other address with respect to either such party as that party may, from time to time,
designate in writing and forward to the other as provided in this section 3.12.

3.13. Park Dedication Fees/Dedications. Without limitation of any other obligation of the
Developer contained in this Agreement or set forth in federal, state, or local law, the Developer
agrees to comply with any dedication requirements, including park dedications or payments in lieu,


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which may be required by the City's subdivision regulations and as modified by the residential
density variance approved by the City Council in Resolution No. ______ on __________, 2026.
The Developer further expressly acknowledges and agrees that the Improvements and all easements
and other rights in the Property necessary and related to the City’s ownership of the Improvements
(all of which shall be described in the plat required by the City’s subdivision regulations), shall
inure to the City upon the Developer’s compliance with this Agreement, acceptance by the City of
the Improvements, and approval and recording of a final plat as set forth in the City’s subdivision
regulations.

3.14. Disclaimer of Relationships. The Developer acknowledges that nothing contained in this
Agreement nor any act by the City or the Developer shall be deemed or construed by the Developer
or by any third person to create any relationship of third-party beneficiary, principal and agent,
limited or general partner, or joint venture between the City and the Developer.

3.15. Counterparts. This Agreement may be executed in any number of counterparts, each of
which shall constitute one and the same instrument.

3.16. Choice of Law and Venue. This Agreement shall be governed by and construed in
accordance with the laws of the state of Minnesota. Any disputes, controversies, or claims
arising out of this Agreement shall be heard in the state or federal courts of Minnesota, and all
parties to this Agreement waive any objection to the jurisdiction of these courts, whether based
on convenience or otherwise.

3.17. Indemnification. Notwithstanding anything to the contrary in this Agreement, the City, its
officers, agents, and employees shall not be liable or responsible in any manner to the Developer,
Developer's successors or assigns, the Developer's contractor or subcontractors, material suppliers,
laborers, or to any other person or persons for any claim, demand, damage, or cause of action of any
kind or character arising out of or by reason of the execution of this Agreement or the performance
and completion of the Improvements. The Developer, and the Developer's successors or assigns,
hereby agrees to protect, defend and hold the City and its officers, elected and appointed
officials, employees, administrators, commissioners, agents, and representatives harmless from
and indemnified against any and all loss, cost, fines, charges, damage and expenses, including,
without limitation, reasonable attorneys’ fees, consultants’ and expert witness fees, and travel
associated therewith, due to claims or demands of any kind whatsoever (including those based on
strict liability) arising out of (i) the development, marketing, sale or leasing of all or any part of
the Property, including, without limitation, any claims for any lien imposed by law for services,
labor or materials furnished to or for the benefit of the Property, or (ii) any claim by the state of
Minnesota or the Minnesota Pollution Control Agency or any other person pertaining to the
violation of any permits, orders, decrees or demands made by said persons or with regard to the
presence of any pollutant, contaminant or hazardous waste on the Property; and (iii) or by reason
of the execution of this Agreement or the performance of this Agreement. The Developer, and
the Developer’s successors or assigns, agree to protect, defend and save the City, and its officers,
agents, and employees, harmless from all such claims, demands, damages, and causes of action
and the costs, disbursements, and expenses of defending the same, including but not limited to,


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attorneys fees, consulting engineering services, and other technical, administrative or
professional assistance. This indemnity shall be continuing and shall survive the performance,
termination or cancellation of this Agreement. Nothing in this Agreement shall be construed as a
limitation of or waiver by City of any immunities, defenses, or other limitations on liability to
which City is entitled by law, including but not limited to the maximum monetary limits on
liability established by Minnesota Statutes, Chapter 466, or otherwise.

3.18. Compliance with Existing Laws. The Developer warrants that all work performed pursuant
to this Agreement shall be in compliance with existing federal, state, and city laws, ordinances,
pertinent regulations, standards, and specifications of the City.

3.19. Limited Use Agreement. The Developer shall enter into a Limited Use Agreement for private
parking within the right-of-way, payment for the parking improvements, maintenance, and special
provisions for snow removal in the limited use area with such Limited Use Agreement in the form
as set forth in Exhibit F and incorporated herein by reference.

3.20. Easement Acquisition. The Developer shall undertake its best efforts to acquire portions
of various road, drainage and utility easements affecting and benefiting the Property and
necessary for extension of road access and for utility purposes as set forth in the depiction of the
preliminary Plat approved by the City Council in Resolution No. ______ on __________, 2026, and
subject to the conditions and requirements contained in the authorizing resolution, Kenyon City
Code and state statutes. Developer shall grant such easement(s) to the City without any cost to
the City.

3.21. Building Permits. Approval of the Plat does not include approval of a building permit for
any structures on the Property. The Developer must submit and the City must approve building
plans prior to an application for a building permit for a structure on any lot within the Plat. The
Developer or the parties applying for the building permit shall be responsible for payment of the
customary fees associated with the building permits and other deferred fees as specified in this
Agreement.

3.22. Miscellaneous Provisions.

        A.       The Developer represents to the City that the subdivision and the Plat comply
with all city, county, state, and federal laws and regulations including, but not limited to:
subdivision ordinances and zoning ordinances. If the City determines that the subdivision or the
Plat does not comply, the City may, at its option, refuse to allow construction or development
work on the Property until the subdivision or the Plat does comply. Upon the City’s demand, the
Developer shall cease work until there is compliance. Upon the City's demand, the Developer
shall correct any and all errors contained in the Plat, including but not limited to legal
descriptions, names of parties in interest, depictions, etc., solely at the cost of the Developer;
further, the Developer shall take all necessary actions such that the Plat will be in compliance
with existing laws, ordinances, pertinent regulations, standards, and specifications of the City, solely
at the cost of the Developer.


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       B.      Third parties shall have no recourse against the City under this Agreement.

        C.      Breach of the terms of this Agreement by the Developer shall be grounds for
denial of building permits, including lots sold to third parties.

        D.      Wherever possible, each provision of this Agreement and each related document
shall be interpreted so that it is valid under applicable law. If any provision of this Agreement or
any related document is to any extent found invalid by a court or other governmental entity of
competent jurisdiction, that provision shall be ineffective only to the extent of such invalidity,
without invalidating the remainder of such provision or the remaining provisions of this Agreement
or any other related document.

       E.      No failure by any party to insist upon the strict performance of any covenant,
duty, agreement, or condition of this Agreement or to exercise any right or remedy consequent
upon a breach thereof, shall constitute a waiver of any such breach of any other covenant,
agreement, term, or condition, nor does it imply that such covenant, agreement, term, or
condition may be waived again. The action or inaction of the City shall not constitute a waiver
or amendment to the provisions of this Agreement. To be binding, amendments or waivers shall
be in writing and signed by the parties. The City’s failure to promptly take legal action to
enforce this Agreement shall not be a waiver or release.

        F.      Each right, power, or remedy herein conferred upon the City is cumulative and in
addition to every other right, power, or remedy, express or implied, now or hereafter arising,
available to the City, at law or in equity, or under any other agreement, and each and every right,
power and remedy herein set forth or otherwise so existing may be exercised from time to time
as often and in such order as may be deemed expedient by the City and shall not be a waiver of
the right to exercise at any time thereafter any other right, power, or remedy.

        G.     This Agreement, together with the exhibits hereto, which are incorporated by
reference, constitutes the complete and exclusive statement of all mutual understandings between
the parties with respect to this Agreement, superseding all prior or contemporaneous proposals,
communications, and understandings, whether oral or written, pertaining to the subject matter of
this Agreement.




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       H.     Data provided to the Developer or received from the Developer under this
Agreement shall be administered in accordance with the Minnesota Government Data Practices
Act, Minnesota Statutes Chapter 13.

       I.      Upon the Developer’s compliance with the Agreement and recording of the Plat,
the City agrees to execute and record a Certificate of Completion in the form attached hereto as
Exhibit E.

3.23. Changes in Official Controls. For two (2) years from the date of this Agreement, no
amendments to the City’s Comprehensive Plan or official controls will apply to or affect the use,
development density, lot size, lot layout, or dedications of the approved plat unless required by state
or federal law or agreed to in writing by the Developer and the City. Thereafter, notwithstanding
anything in this Agreement to the contrary, to the full extent permitted by state law, the City may
require compliance with any amendments to the City’s Comprehensive Plan, official controls,
platting, or dedication requirements enacted after the date of this contract.

3.24. Other Development Agreements. Any additional development agreements affecting the
Property are incorporated in this Agreement by reference as fully included in this Agreement. If
any such development agreements and this Agreement are inconsistent, the language of this
Agreement will control.

3.25. Incorporation of Recitals and Exhibits. The Recitals set forth in the preamble to this
Agreement and the Exhibits attached to this Agreement are incorporated into this Agreement as if
fully set forth herein.

3.26. Access and Use of the Property During Any Construction. The City’s right to access the
Property and the Developer’s responsibilities for parking, storage, and staging during any
construction activities are as follows:

        A.     City Access. The Developer grants the City, its agents, employees, officials, and
contractors a non-revocable license to enter the Property to perform all work, testing, and
inspections deemed appropriate by the City related to the Project and the Property.

        B.     Parking and Storage. The Developer must provide adequate parking and storage
area for workers, equipment, construction materials, or other items associated with the Project. To
the extent possible, parking, storage, and staging must occur on the Property. The Developer must
submit a plan to the City Engineer that adequately depicts and defines contractor parking and all
construction staging areas. The Developer must delineate all construction staging areas with
appropriate construction fencing.




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3.27. Stormwater Operation and Maintenance Agreement. The Developer must provide
stormwater facilities that serve the Property per all applicable codes and regulations in effect at the
time of development or site improvements. The City Engineer must review and approve the
stormwater facilities before the City will issue a building permit related to work associated with the
Property. The City will not issue a certificate of occupancy for any development until the
Developer enters into a stormwater operation and maintenance agreement, if required, to the
satisfaction of the City Engineer

3.28. Release. The Developer, for itself, its attorneys, agents, employees, former employees,
insurers, heirs, administrators, representatives, successors, and assigns, hereby releases and
forever discharges the City, and its attorneys, agents, representatives, employees, former
employees, insurers, heirs, executors and assigns of and from any and all past, present or future
claims, demands, obligations, actions or causes of action, at law or in equity, whether arising by
statute, common law or otherwise, and for all claims for damages, of whatever kind or nature,
and for all claims for attorneys' fees, and costs and expenses, including but not limited to all
claims of any kind arising out of the negotiation, City consideration, execution and performance
of this Agreement between the parties. In addition, under no circumstances shall the City be
responsible or liable for any construction delays of any kind, costs, or the inability of the City to
complete the City’s obligations contemplated in this Agreement.


                  [The remainder of this page to remain intentionally blank]




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        IN WITNESS OF THE ABOVE, the parties have caused this Agreement to be executed on
the date and year written above.

                                                 CITY OF KENYON


                                          By:    ____________________________________
                                                 Mayor


                                          By:    ____________________________________
                                                 City Administrator




STATE OF MINNESOTA             )
                               ) SS.
COUNTY OF GOODHUE              )


        The foregoing instrument was acknowledged before me this _____ day of
________________, 2026, by Don Kirchmann and Scott Lehner, the mayor and city administrator,
respectively, of the City of Kenyon, a Minnesota municipal corporation, on behalf of the
corporation.


                                                 ____________________________________
                                                 Notary Public




                                            17
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                                                                                 DRAFT



                                              DEVELOPER:



                                              By:
                                                      Brett Reese
                                              Its:    Chief Manager


STATE OF MINNESOTA                    )
                                      ) ss.
COUNTY OF ____________                )


       The foregoing instrument was executed before me this _____ day of ______, 2026, by
Brett Reese, the Chief Manager of Kenyon Real Estate 2, LLC, a limited liability company
formed under the laws of Minnesota, on behalf of the company.


                                              ____________________________________
                                              Notary Public




This document drafted by:

KENNEDY & GRAVEN, CHARTERED (SJR)
150 South Fifth Street, Suite 700
Minneapolis, MN 55402
(612) 337-9300




                                                 18
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                                              EXHIBIT A

                                      Legal Description of Property




                                                  A-1
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                                                                                        EXHIBIT B

                                      Estimated Costs For The Developer For The Public Improvements For The Development Of The Plat

                                                            [From Developer -- to be completed prior to execution]




                                                                                     B-1
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                                           EXHIBIT C

                                      Authorizing Resolution




                                               C-1
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                                                               99
                                              EXHIBIT D

                                      City Attorney’s Plat Opinion


                               [Insert City Attorney’s Plat Opinion]




                                                  D-1
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                                              EXHIBIT E
                                       Certificate of Completion

                              CERTIFICATE OF COMPLETION

       The              undersigned              hereby            certifies          that
_________________________________________________________________                     (the
“Developer”), has fully complied with its obligations under the Developers Agreement dated
______________, 2026 (the “Agreement”) with the City of Kenyon, which was recorded with
the County Recorder of Goodhue County, Minnesota on _________, 2026 as Document Number
________________ and the Registrar of Titles for Goodhue County, Minnesota on _________,
2026 as Document Number _______________.


Dated: __________________, 20___.

                                                       CITY OF KENYON


                                               By:     ____________________________________
                                                       Don Kirchmann
                                                       Mayor


                                               By:     ____________________________________
                                                       Scott Lehner
                                                       City Administrator

STATE OF MINNESOTA             )
                               ) SS.
COUNTY OF GOODHUE              )


        The foregoing instrument was acknowledged before me this _____ day of
________________, 2026, by Don Kirchman and Scott Lehner, the mayor and city administrator,
respectively, of the City of Kenyon, a Minnesota municipal corporation, on behalf of the
corporation.


                                                       ____________________________________
                                                       Notary Public




                                                 E-1
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                                       EXHIBIT F

                                 LIMITED USE AGREEMENT




                                          F-1
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                                                         102
                                                                    AGENDA ITEM NO.
                                                                    VIID.


 Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                          September 8, 2026

SUBMITTED BY:                  Holli Gudknecht, Engineering

ITEM TYPE:                     Engineering

AGENDA SECTION:                ENGINEERING

SUBJECT:                       Resolution 2026-25: Preliminary Plat for Kenyon Crossings

SUGGESTED ACTION:              See attachments

                               Requested Action: Approve Resolution 2026-25

ATTACHMENTS:
Resolution_2026-25 Approving Preliminary Plat Kenyon Crossings-v5.doc
Kenyon Crossings - Application Materials-reduced.pdf
Preliminary Plat Staff Report_v3.pdf




                                                                                           103
                                  RESOLUTION NO. 2026-25

                                     CITY OF KENYON
                                   COUNTY OF GOODHUE
                                   STATE OF MINNESOTA


                A RESOLUTION APPROVING PRELIMINARY PLAT OF
                   KENYON CROSSINGS, A SUBDIVISION OF LAND
                WITHIN THE CITY OF KENYON, GOODHUE COUNTY,
                                 MINNESOTA.


       WHEREAS, the City of Kenyon (the “City”) has received a preliminary entitled Kenyon
Crossings from Kenyon Real Estate 2 LLC. for the City of Kenyon, Minnesota (“Subdivider”) and
has considered the same pursuant to Chapter 565 of the Kenyon City Code; and

        WHEREAS, the plat Kenyon Crossings includes the following described parcel of land:
See the attached Exhibit A (hereinafter referred to as the “Property”); and

        WHEREAS, the City has enacted Kenyon City Code Chapter 565 as to subdivision
regulations and the criteria for the granting of plats in the City; and

     WHEREAS, this matter was reviewed and a public hearing was held by the Planning
Commission at its meeting on August 4, 2026 and September 1, 2026; and

       WHEREAS, the public hearing and notice requirements of Minn. Stat. § 462.358, Subd. 3b
have been fulfilled and satisfied by the City; and

       WHEREAS, public comments were received as to the Subdivider’s platting request; and

       WHEREAS, the written materials, including platting maps concerning the Property, and
written correspondence from the Subdivider, were considered and reviewed by the Planning
Commission; and

         WHEREAS, the City Attorney, City Engineer and Planning Commission have reviewed the
preliminary plat and found to be satisfactory, subject to the conditions and requirements contained
in this Resolution; and

        WHEREAS, the above-described Subdivider will cause to be prepared a final plat to be in
substantial conformity to Chapter 565 of the Kenyon City Code and the requirements contained in
this Resolution; and

      WHEREAS, the Planning Commission recommends approval of the preliminary plat of
Kenyon Crossings.




                                                1
                                                                                                      104
        NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Kenyon,
Minnesota, that the recitals in this Resolution are integral to this Resolution and, where applicable,
constitute the findings of the City Council.

NOW THEREFORE, BE IT FURTHER RESOLVED by the City Council of the City of Kenyon,
Minnesota, that the preliminary plat and supplementary data and documents as required by
Chapter 565 of the Kenyon City Code and as submitted by the Subdivider, are found to be
consistent with and in conformity with Chapter 565 of the Kenyon City Code and Minnesota
Statutes, subject to completion of the following conditions:

   1) Preparation of a final plat that satisfies all required formalities pursuant to the Kenyon City
      Code and state statute;
   2) All future principal structures, accessory structures and site improvements shall be
      constructed in full compliance with the City of Kenyon Zoning Ordinance and applicable
      variances.
   3) The Developer shall revise plat submittal documents according to comments in this
      resolution and other comments provided under separate cover prior to the plat being
      recorded. Additional review and associated revisions will be required as part of the final plat
      and building permit.
   4) The following plat markups are noted below:

       a) All existing easements noted in the title commitment must be clearly shown and
          identified.

       b) The proposed plat shows perimeter drainage and utility easements as required by City
          code. Five (5) and ten (10) foot public drainage and utility easements shall be designated
          along the plat boundary and public rights-of-way. The dedication of public right-of-way
          (ROW) is also shown along Third Street and State Street. Public ROW and drainage and
          utility easements shall be as shown on the submitted final plat. Final right-of-way and
          easement locations and sizes shall be subject to review and approval of the City
          Engineer.

       c) The plat dedication language must be revised to include right of way and easements.

       d) Change all county references to Goodhue County.

       e) The owner name listed on the plat must match the title commitment.

       f) Final plans and updated stormwater calculations shall be submitted to the City Engineer
          and reviewed prior to issuance of a building permit.
   5) All permits, approvals, access authorizations, and conditions required by the Minnesota
      Department of Transportation (MnDOT) shall be obtained and satisfied prior to recording of
      the final plat



                                                  2
                                                                                                         105
6) The remnant portion of PID 66.280.0400 shall not remain as a separate buildable parcel and
   shall be combined with an adjacent parcel, subject to approval by the City Attorney and
   Goodhue County.



7) The Developer shall submit current title work for the Property pursuant to Minnesota
   Statutes Section 505.03, the Kenyon City Code and the required Development Agreement for
   this matter and abide by all conditions resulting from such title work and the resulting city
   attorney plat opinion, as well as city staff review of the title work.

8) The City Council's approvals of the preliminary plat and final plat are contingent on the City
   Attorney' s plat opinion, review of title work, and any further requirements thereof.

9) Before recording the final plat with the Goodhue County Recorder, the Owner must pay all
   applicable fees, special assessments, and taxes.

10) The Developer and the City must enter into a Developer's Agreement to the satisfaction of
    the City Attorney and City Engineer before recording the plat with Goodhue County. Said
    agreement will contain, but is not limited to, the following terms:

    a) Limited use agreement for the use of private parking within the public right-of-way

    b) The Developer shall deposit escrow funds to the City for its past and future legal,
       engineering and administrative expenses associated with the project and public
       financing associated with the project.
    c) Public improvements associated with the development shall be subject to development
       security, inspection requirements, warranty obligations, and a correction period.
    d) The Developer must provide a detailed construction cost estimate for the public
       improvements associated with this project for the purposes of determining development
       security amounts. A cost estimate for public improvements is required prior to recording
       and will be included in the Developer’s Agreement.

    e) The Developer shall submit construction plans and specifications for the proposed
       project to the City Engineer for review and approval prior to any construction starting.
       Plans and specifications shall be designed to meet the City of Kenyon standards and the
       latest editions of the Minnesota Department of Transportation Standard Specifications
       for Construction and the City Engineers Association of Minnesota Standard
       Specifications.

11) The Developer must provide cash instead of parkland dedication per the provisions of the
    City' s Code of Ordinances in effect at the time the payment is due. The calculation for
    parkland dedication fee is subject to modification, as defined in Resolution 2026-27.

12) No building permit shall be issued until the cash payment has been provided to the City for
    the proposed building permit.




                                              3
                                                                                                    106
   13) The Developer must record the final plat with the Goodhue County Recorder' s Office within
       twelve (12) months following City Council approval, or the City Council will automatically,
       without further action, deem the plat null and void unless the City Council extends the
       deadline to record the final plat.

   14) The Developer must provide the City Engineer with a signed mylar copy of the final plat as
       soon as possible after all signatures have been obtained and after the final plat has been
       successfully recorded at Goodhue County.

   15) The Developer must provide the City Engineer with the final plat in a digital format suitable
       to the City Engineer as soon as possible after the Developer has successfully recorded the
       final plat at Goodhue County.

        NOW THEREFORE, BE IT FURTHER RESOLVED by the City Council of the
City of Kenyon, Minnesota, that the City Council authorizes and directs City Staff and City
Consultants to take all additional steps and actions necessary or convenient to accomplish
the intent of this Resolution. That may include necessary minor amendments to the plat and
other documents.

       NOW THEREFORE, BE IT FINALLY RESOLVED by the City Council of the City
of Kenyon, Minnesota, that the City Council authorizes and directs the Mayor and City
Administrator to take all necessary actions and to execute all appropriate documents to
effectuate the approvals contemplated by this Resolution.



Approved this ____ day of ________ 2026.

                                              _________________________________________
                                              Don Kirchmann, Mayor
ATTEST:

___________________________________
Scott Lehner, City Administrator




                                                 4
                                                                                                       107
    EXHIBIT A

LEGAL DESCRIPTION




       A-1
                    108
109
                                                                                 110


Review plat & signatures with
 county surveyor prior to FP                                          GOODHUE


         submittal


                                                               PUBLIC WAYS AND




                                                KENYON REAL
                                                ESTATE 2 LLC




                                SHOW SEPERATE
                                  PARCELS?
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     111
                                                                                                                                                                                                                                                                                                                                                                                                                              DRAWINGS BY




                                                                                                                                                       Kenyon Crossings
                                                                                                                                                                                                                                                                                                                                                                                                                           14260 23rd Ave N
                                                                                                                                                                                                                                                                                                                                                                                                                          Plymouth, MN 55447
                                                                                                                                                                                                                                                                                                                                                                                                                          Phone: 763-340-0699


                                                                                                                                                                                                                                                                                                                                                                                                                             DRAWINGS FOR




                                                                                                                                             City of Kenyon, Goodhue County, MN                                                                                                                                                                                                                                     Kenyon Crossings,
                                                                                                                                                                                                                                                                                                                                                                                                                          LLC


                                                                                                                                              Preliminary Plat & Construction Documents
                                                                                                                                                                                                                                                                                                                                                                                                                          527 Professional Drive
                                                                                                                                                                                                                                                                                                                                                                                                                           Northfield, MN 55075
                                                                                                                                                                                                                                                                                                                                                                                                                          Phone: 507-301-1723


                                                                                                                                                                                                  August 21, 2026                                                                                                                                                                                                                  PROJECT

                                                                                                                                                                                                                                                                                                                                                            05.19.2026
                                                                                                                                                                                                                                                                                                                                                            07.10.2026                                               Kenyon Crossings
GENERAL NOTES                                                                                                                                   VICINITY MAP                                                                                                                       SHEET INDEX & SUBMITTALS                                                 08.21.2026

1.       MN statute requires notifications per "State One Call" prior to commencing any grading, excavations or underground work.                                                                                                                                                  C0.0 - Civil & Landscape Title Sheet                                       X X X                                                          Kenyon, MN
                                                                                                                                                                                                                                                                                   C1.0 - Ex. Conditions - Overall                                              X X                                                        Goodhue County
2.       The contractor shall field verify locations and elevations of existing utilities and topographic features prior to                                                                                                                                                        C1.1 - Ex.Conditions & Removals - Project Area                             X X X
         commencement of construction activity. The contractor shall notify the engineer of any discrepancies or variations from the                                                                                                                                                                                                                                                                                          CERTIFICATION
                                                                                                                                                                                                                                                                                   C2.0 - Preliminary Plat                                                    X X
         plans.
                                                                                                                                                                                                                                                                                   C2.1 - Site Plan                                                           X X X                                             I hereby certify that this plan, specification, or
                                                                                                                                                                                                                                                                                                                                                                                                                report was prepared by me or under my
                                                                                                                                                                                                                                                                                   C3.1 - Grading, Drainage & Erosion Control                                 X X X
3.       The contractor shall take all precautions necessary to avoid property damage to to adjacent properties during the
                                                                                                                                                                                                                                                                                                                                                                                                                           EL
                                                                                                                                                                                                                                                                                                                                                                                                                direct supervision and that I am a duly
         construction phase of this project. The contractor will be held responsible for any damages to adjacent properties occurring                                                                                                                                              C3.2 - Enlarged Grading Plan                                                   X                                                 CO N IM
                                                                                                                                                                                                                                                                                                                                                                                                                Licensed Professional Engineer under the
                                                                                                                                                                                                                                                                                                                                                                                                                laws of the State of Minnesota.
                                                                                                                                                                                                                                                                                                                                                                                                                      NS OT IN
         during the construction phase of this project.
                                                                                                                                                                                                                                                                 Highwa            C3.3 - SWPPP                                                                   X
                                                                                                                                                                                                                                                                                                                                                                                                                        TR FO AR
                                                                                                                                                                                                                                                                            y 60
4.       The contractor will be responsible for providing and maintaining traffic control devices such as barricades, warning signs,                                                                                                                   60                          C4.1 - Utility Plan                                                        X X X
         directional signs, flagman and lights to control the movement of traffic where necessary. Placement of these devices shall
                                                                                                                                                                                                                                            hw
                                                                                                                                                                                                                                              ay
                                                                                                                                                                                                                                                 56/
                                                                                                                                                                                                                                                                                   C7.20 - Civil Details                                                          X                                             PR
                                                                                                                                                                                                                                                                                                                                                                                                                Tony Pohl UC R Y
         be approved by the engineer prior to placement. Traffic control devises shall conform to the appropriate MN Department of
         Transportation Standards.
                                                                                                                                                                                                                                         Hig                                       C7.21 - Civil Details                                                          X                                                         TI
                                                                                                                                                                                                                                                                                                                                                                                                                MN. Lic. No. 56606
                                                                                                                                                                                                                                                                                                                                                                                                                               ON
                                                                                                                                                                                                                                                                                   C7.22 - Civil Details                                                          X
                                                                                                                                                                                                                                                                                                                                                                                                                Date: August 21, 2026
5.       In accordance with generally accepted construction practices, the contractor will be solely and completely responsible for                                                                                                                                                C7.23 - Civil Details                                                          X
                                                                                                                                                                                                                CITY OF KENYON                                                                                                                                    X
         the conditions on the job site, including safety for all persons and property during the performance of the work. This                                                                                                                                                    C7.24 - Civil Details                                                                                                                        ISSUED FOR
         requirement will apply continuously and not be limited to normal working hours.
                                                                                                                                                                        Gunder                                                                                                     C7.25 - Civil Details                                                          X

                                                                                                                                                                                                                          Red Wing Ave
                                                                                                                                                                               s on Blvd                                                                                                                                                                                                                        ISSUE / REVISION                        DATE
                                                                                                                                                                                                                                                                                   C7.26 - Civil Details                                                          X
6.       The duty of the engineer or developer to conduct construction review of the contractors performance is not intended to                                                                                                                                                                                                                                                                                 Preliminary Plat &
         include review of the adequacy of the contractors safety measures in, or near the construction site.
                                                                                                                                                                                                                                                            Co
                                                                                                                                                                                                                                                              un                   C7.30 - Civil Details                                                          X                                             Preliminary CDs                         07-10-2026
                                                                                                                                                                                                                                                                 ty

                                                                                                                                                                                      Huseth St
                                                                                                                                                                                                                                                                      Rd
                                                                                                                                                                                                                                                                           12      C7.40 - Civil Details                                                          X                                             DLI Review Submittal                    08-17-2026

7.       Before beginning construction the contractor shall install erosion and sedimentation control measures in accordance with
                                                                                                                                                                                                    SITE                                         Hig
                                                                                                                                                                                                                                                                                                                                                              X X X                                             Preliminary Plat & CDs                  08-21-2026
                                                                                                                                                                                                                                                 hwa                               L2.1 - Landscape Plan
         NPDES permit requirements, best management practices, state and local requirements and the details shown on the detail                                                                     127 Gunderson Blvd                               y 56                          L7.0 - Landscape Details                                                       X
         sheet(s) of the project plan set.

8.       All construction permits, applications and fees are the responsibility of the contractor.

9.       All entrance and connections to city streets shall be constructed per the requirements of the state and local jurisdictions,                                                                                                                                              PROJECT CONTACTS
         The contractor shell be responsible for all permits and notifications as required.

10.      All street repairs and patching shall be preformed per the requirements of the city. All traffic control shall be provided by the
                                                                                                                                                                                                                                                                                    OWNERS                    Kenyon II Housing, LLC                        Alex Baraniak
         contractor and shall be established per the requirements the MN manual of uniform traffic control devices and the city. This                                                                                                                                                                         527 Professional Drive                        507-301-1723
         shall include all signage, barricades, flashers and flaggers as needed. All public streets shall be open to traffic at all times.                                                                                                                                                                    Northfield, MN 55075                          abaraniak@reboundpartners.com

11.      Adjust all existing structures, both public and private to the proposed grades where disturbed and comply with all
                                                                                                                                                                                                                                                                                    CIVIL                     Land & Resource Consulting                    Tony Pohl
         requirements of the utility owners. Structures being reset to paved areas must meet owners requirements for traffic loading.
                                                                                                                                                                                                                                                                                    ENGINEER                  14260 23rd Ave N                              763-328-0612
                                                                                                                                                                                                                                                                                                              Plymouth, MN 55447                            TonyP@landandresource.com
12.      Existing conditions topographic survey provided by others.

                                                                                                                                                                                                                                                                                    ARCHITECT                 Nile, Inc.                                    Jude Hallamek
                                                                                                                                                                                                                                                                                                              413 Wacouta St Suite 435                      612-998-6212
                                                                                                                                                                                                                                                                                                              St. Paul, MN 55101                            jude.hallamek@wearenile.com                                     SUBMITTAL INFO
GOVERNING SPECIFICATIONS                                                                                                                        PROJECT BENCHMARKS
                                                                                                                                                Top Nut Hydrant = 1144.27 - NE corner of Huseth St and parking lot entrance for Gunderson Apartments                                SURVEY                    Bohlen Surveying                              Tom O'Meara                                         Review By: TP
     The Latest Edition of the Minnesota Department of Transportation "Standard Specification for Construction" shall apply.
                                                                                                                                                Top Nut Hydrant = 1147.60 - NW corner where 3rd St meets the Alleyway                                                                                         1682 Cliff Road East                          952-895-9212                                        Project # : 26013
     The Latest Edition of the City Engineers Association of Minnesota (CEAM) standard specifications shall apply.                              Top Nut Hydrant = 1146.93 - NW corner of the intersection of State St and 3rd St                                                                                                                                                                                Submittal Date: 08-21-2026
                                                                                                                                                                                                                                                                                                              Burnsville, MN 55337                          tomeara@bohlensurveying.com
                                                                                                                                                                                                                                                                                                                                                                                                                Submittal Phase: Preliminary
     The Latest Edition of the City of Kenyon engineering standards and specifications shall apply.                                                                                                                                                                                                                                                                                                             Plat & CDs
     All federal, state, and local laws, regulations, and ordinances shall be complied with in the construction of this project.
                                                                                                                                                                                                                                                                                                                                                                                                                                SHEET TITLE
     All traffic control devices and signaling shall conform to the latest edition of the Minnesota Manual on Uniform Traffic Control           LOCAL UTILITIES                                                                                                                    WARNING
     Devices. Including the latest field manual for temporary traffic control zone layouts.
                                                                                                                                                Gas
                                                                                                                                                Minnesota Energy Resources
                                                                                                                                                                                   Electric
                                                                                                                                                                                   Kenyon Municipal Utilities
                                                                                                                                                                                                                   Internet & Phone
                                                                                                                                                                                                                   Mediacom
                                                                                                                                                                                                                                                                                   The contractor shall be responsible for identifying the locations of all existing utilities. They shall cooperate with all
                                                                                                                                                                                                                                                                                   utility companies in maintaining their service and / or relocation of lines
                                                                                                                                                                                                                                                                                                                                                                                                                        Civil &
                                                                                                                                                                                                                                                                                                                                                                                                                      Landscape
                                                                                                                                                800-889-9508                       507-789-6415                    855-956-4678
                                                                                                                                                Emergency Gas Leak:                                                                                                                The contractor shall contact "Gopher State One Call" at least 48 hours in advance for the locations for all underground
                                                                                                                                                800-889-4970                                                       Frontier Fiber
                                                                                                                                                                                                                                                                                                                                                                                                                      Title Sheet
                                                                                                                                                                                                                                                                                   wires, cables, conduits, pipes, manholes, valves or other buried structures before digging. The contractor shall repair
                                                                                                                                                                                                                   855-749-0761                                                    or replace the above when damaged during construction at no cost to the owner.


                                                                                                                                                                                                                                                                                                                                                                                                                             SHEET NUMBER


                                                                                                                                                                                                                                                                                                                                                                                                                                   C0.0
                                                                                                                                                                                                                                                                                                                                                                                                                          Copyright Land & Resource Consulting
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                                                                                                                                                                                                     >>                    >>                    >>                         >>
                                                                                                                                                                                                                                                                                    24" RCP
                                                                                                                                                                                                                                                                                                          >>                                                 >>
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                                                                                                                                P                                                                                                                                                                                                                                                                                                                                                                                                                                               >>                                                                                                                                                                1.   Existing conditions shown are based on actual field survey, City of Kenyon utility records and utility service
                                                                               >>                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  STORM MANHOLE                                                                                       provider records and is approximate. Existing conditions shall be verified prior to the start of construction
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   RIM=1138.71                                                                                         and any inconsistencies shall be reported to the engineer or owner/developer immediately.
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                                                                                                                                                                                  E INV=1127.58                                                                                                                                                                                                                                                    E INV=1129.35                                                                                                                                                                                                                                                                                  2.   Soil boring locations shown are approximate. Refer to the geotechnical investigation completed by Chosen
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                                                                                                                                                                                  SW INV=1127.58                                                                                                                                                                                                                                                   W INV=1129.35
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                                                                                                                                                                                                                                                                                                 8" CLAY            >                                                      >                                            >                                      >                                                                                                                                                >>                                                                                        CATCH BASIN                                                                                                                                                             Plymouth, MN 55447
                                                                          >                     8"                                                                                                                                                                                                                                                                                                                                                 8" CLAY W/ PVC SLEAVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Phone: 763-340-0699
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Kenyon Crossings,
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                                                                                                                                                                                                                                                                                                                                                                                                                                                       1                                    B-01
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       POLY)=1135.47
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Phone: 507-301-1723
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Water Valve
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1
                           >>                                                                                                                                                                                                                                                                                                                                                                                     114
                                                                                                                                                                                                                                                                                                                                                                                                                     1                                                      11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              41
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        114
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     WALL        1142                                                                                                                                                                            OHE         Overhead Electric
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1142
                                                                                                                                               CATCH BASIN                                                                                                                                                                                                                                                                                                                                                                                                                                                         >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Electric                                      Utility Structure
                                                                              l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  E
                                                                                                                                               RIM=1136.28
                                                                                                      GAS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1142             1140                                                                                                                                                                                                                                                                                      PROJECT
                         24" RCP
                                                >                                                                                                                                                                                                               1142
                                                                                                                                               N INV=1131.48
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Sanitary Manhole
                                                                                                                                                                                                                                                                                                                                                                                                                190.35
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 GAS         Underground Gas
                                                                                                                                                                                                                                                                                                                                                                                                                                                   11
                                                                                                                                                                                                                                                                                                                                                                                                                                                     42                                                                                                                                                                                                                               STORM MANHOLE
                                                                                                                                                                                                                                                                                                                                                                                                              S00°54'30"W
                           >>              GAS
                                                                      GAS
                                                                              l                                                                                                                                                                                                                                                                         11
                                                                                                                                                                                                                                                                                                                                                          42                                                                                                                                                                                                                                                                                                                          RIM=1140.03                                                                UC          Underground Cable                             Storm Manhole

                                                                                                                                                                                                                                                                                                                                                                 WEST LINE OF THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                     11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >>                                                                S INV=1135.35
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Kenyon Crossings
                                                                                                                                                                                                                                                                                                                                                                                                                                                   11 43
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Fiber Optic                                   Catch Basin
                                                                                                                                                                                                                                                                                                                                                                                                                                                     44
                                                >                                                    GAS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SE INV=1135.15                                                    FO        FO

                                                                                                                                                                                                                                                                                                                                                                                                          11
                                                                                                                                                                                                                                                                                                                                                                                                                42
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             >>              Storm                                         Existing Tree
                                                                                                                                                                                                                                                                                                                                                                 EAST 19.00 FEET OF LOT 8
                                                                              l
                                                                                                                            GAS                GAS             GAS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    OVERHANG                                                                                                                  1140                                                      EXISTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             >
                                                       OHE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1142                                                                                                                                                                                                                           Soil Borings
                                                                                                                                                                                      GAS
                           >>                                                                                                                                                                               GAS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1141      1140
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        BUILDING                                                                             Sanitary                                                                                                Kenyon, MN
                                                >                                               GAS
                                                                                                                                                                                                                               GUNDERSON                                                                                                                                                                                                                                                                                                                 WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >>                                                                                                                                                                                               B-#
                                                                                                                                                                                                                                 HOUSE                                                                                                                                                                                              43                                                                                                                                                                                                                                                                                                                  l              l     Water                                                                                                 Goodhue County
                                                                              l                                                                                                                                                                                                                                                                                                                                                    11                                                                                                                                                                                                                                                 STORM MANHOLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      RIM=1140.11                                                                            Fence
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1 4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      S00°51'161"W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      N INV=1133.44
                                                                                             GAS
                                                                                                                                                                                                                                                                          1143                                                                                                                                                                                                                                                                                                                        >>                                                                                                                                                                                                                                                                              CERTIFICATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2
                           >>                   >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     S INV=1133.70                                                                          Retaining Wall
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SE INV=1133.46                                                                                                                                                                    I hereby certify that this plan, specification, or
                                                                              l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >>                >>                                             NW INV=1134.76                                                                         Asphalt                                                                                    report was prepared by me or under my

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        direct supervision and that I am a duly
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    OHE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       298.88
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        OHE                   OHE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TV ANTENNA                                                                                                           43                                                                                                                                                                              Concrete
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CO N IM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CATCH BASIN
                                                                                                                                                                                                                                                                                            43
                                                                                                                                                                                                                                                                                                                        EAST LINE OF THE WEST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Licensed Professional Engineer under the




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                STATE STREET
                                                                                                                                                                                                                                                                                         11
                                               >                                          GAS
                                                                                                                                                                                                                                                                                                                        56.00 FEET OF LOT 4                                                                      1143                                                                   127 GUNDERSON BLVD                                                                                       >>                                                                                  RIM=1139.81                                                                                                                                                                        laws of the State of Minnesota.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              NS OT IN
                          >>                                                                                                                                                                                                                                                                                            SOUTH LINE OF THE NORTH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Gravel
                                                                              l
                                                                                                                                                                                                                                                                                                                        31.00 FEET OF LOT 4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ONE-STORY, VACANT                                                                  RAMP                                                                                  41                 E INV (4" POLY)=1136.81

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                TR FO AR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 8" Clay
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   41
                                                                                                                                                                                                                  43                                                                                                                                                                                                                                                                                                                                                                                                 >>                          11                                  SUMP=1133.41
                                                                                                                                                                                                              11                                                                                                                                                                                                                                                                              ~26,490 SF                                                                                                                                                                                                                                                                     Existing Building

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  UC R Y
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     STORM MANHOLE                       X  E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             FFE ~1145.0                                                                                                                                                                                                                 OH
                                                                                                                                                                                 2
                                               >                                                                                                                           11 4                                                                          16.98                                                             69.00                                                                                                                                                                                                                                                                                                                                                     RIM=1142.41                                                                                                                                                                        PR
                                                                              l
                                                                                                                                                                                                         187.21                                       S00°56'28"W                                                       S89°24'35"E                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Tony Pohl
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    TI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      42
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1142     >>                                                                                    DT INV=1140.51
                                                                                                                                                                                                      N89°22'52"W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        MN. Lic. No. 56606
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ON
                          >>                                                          GAS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     DT INV=1140.71 E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      H
                                                                                                                                                                                 NORTH LINE OF THE SOUTH                                                            114
                                                                                                                                                                                                                                                                        3
                                                                                                                                                                                                                                                                                                                                                                                      1144
                                                                                                                                                                                                                                                                                                                                                                                                                        1144                                                                                                                                                                                                                                                         N INV=1137.26 O
                                               >                                                                                                   1   142
                                                                                                                                                                                 92.00 FEET OF LOTS 1,2&3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  8" Clay
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >>                                                          W INV=1137.09                                                                                                                                                                      Date: August 21, 2026
                                                                                                                                                                                                                     44
                                                                          l
                                                                                                                                      BURIED 1143                                                                                                                                                                                                                                                                    B-02
                                                                                                                                                                                                                  11                                                      1144                                                                                                                                                                                                                                                                                                                                                                                                                E
                                                                                                                                      UTILITY PIPE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          114
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        B-04                                                                                                                                                                                                                                                                                                                                                                            ISSUED FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               11
                          >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1143
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 42
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ISSUE / REVISION                        DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              OVERHANG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >>
                                                                          l
                                               >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     STORM




                                                      HUSETH STREET
                                                                                                 LOT 1, BLOCK 34
                                                                                              1
                                                                                                                                           114                                                                 GUNDERSON APTS                                                                                                                                                                                                                                                                                                                                                                                                                                                        MANHOLE                                                                                                                                                                            Preliminary Plat &
                                                                                                                                                                                                                                                                                                                                                                 EXISTING PARCEL SIZE: 2.8 ACRES
                                                                                      SW CORNER OF
                                                                                  114                                                         5                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      RIM=1144.62                                                                                                                                                                        Preliminary CDs                         07-10-2026
                                                                                                                                                                                                              REMODELED 20 UNIT                                                                                                                                                                                                                                                                             GATE                                                                                                             24" RCP           114                                   S INV=1137.54
                         >>                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        3                                                                                                                                                                                                                    DLI Review Submittal                    08-17-2026
                                                                                                                                                                                                            ONE-STORY WOOD FRAMED                                                                                                                                                                                                                                                                                                                  ELECTRIC                                                                                                                          SE INV=1138.00
                                                                          l
                                               >                                                        1142                                                                                                                                                                                     CATCH BASIN                                                                                                                                                                                                                                        CABINET                           11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Preliminary Plat & CDs                  08-21-2026
                                                                                                                                1143                                                                           MULTI-FAMILY BLDG                                                                  RIM=1143.72                                                                                                                                                                                                                                GAS LINE (GOES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >>                                                          E INV=1138.99
                                                                                                                                114                                                                                                                                                              E INV=1139.62                                                                                                                                                                                                                              UNDERGROUND)                                                                                                                             W INV=1138.16
                                                                                                                                   4                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     X
                                                                                                                                                                                                                                                                                                 S INV=1139.62                                                                                                                                                                                                                                                                                                                                                                       W INV=1135.07

                                                                                                       TNH=1144.27
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     N INV=1134.72
                                                                          l                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            114
                         >>                    >                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1145
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              44                                     CATCH BASIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            11
                                                                                                                                                       CATCH BASIN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   RIM=1143.86
                                                                                                                                                       RIM=1141.48
                                                                                                                                                           1 144
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1145                                                                                                                                           >>
                                                12"                                                                                 11                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               W INV=1139.86
                                                                                                                                                       S INV=1137.38                                                                                                                             1145                                                                                                                                                                              190.32 S89°22'52"E
                                                                                                                                                                                                     1145

                         >> 24" RCP
                                                                          l                                                           43
                                                                                                                                                                                                                                                                                                      TNH=1147.60                                                                                                                                                                                                                          B-03                             TNH=1146.93
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1145
     SANITARY                                                                                                                                                                                                                                                                                        FO
                                                                                                                                                                                                                                                                                                                                FO                                                  FO                                      FO                            FO                       FO                                                          UTILITY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1145
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       VAULT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            FO

                                                                                                                                                                                                                                                                                                                                                                                                                        >>                                >>                     >> 15" RCP                 >>                        >>                 >>                       >>                                                        >>
                                               >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 FO                                 FO            FO
     MANHOLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               FO

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           18" RCP
  RIM=1141.87                                                                                                                                                                                                                                                                                                                                                                                             l                                    l
                                                                                                                     l                     l                   l             l                  l             l                  l                l                   l                     l                                                           l                                                                                                           l                   l                   l                l             l
                                                                                 297.74
 N INV=1132.82                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  l                 l                                            l                        l                    l                    l             l               l
                                                                                                                                                                                                                                                                                                                                                                                            S00°54'05"W
                                                                                                                                                                                                                                                                                                                                                                                                                                4
                                                                                                                                                                                                                                                                                                                                                                                                                            114                                                                                                                                                                                                 >>
 E INV=1132.82                                                                                                                        8"
                                                                              >
                                                                              S00°54'05"W                                  >                       >                              >                   >                   >              >                      >                       >                                                                   >>>                                                 >                       >                           >                       >                    >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1145
SW INV=1134.57
                                                                                                                                                                                                                                                                                                FO
                                                                                                                                                                                                                                                                                                                                                             66.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       8"                             >              >                      >                              >                                            >                        >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      >              >
     SANITARY
                         >>            >                                                                                                                                                                                                                                                                                                                                                                        114                                                                                                         THIRD STREET                                                                   >>
     MANHOLE                                                                                                                                                                                                                                                                                                                                                                                                        4                                                                                                                                                                                                                                15
   RIM=1142.31
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 >>    "R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1145                                                                                                                      CP

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       24" RCP
 S INV=1135.43                                                                                                                        SANITARY MANHOLE                                                                               NORTH LINE
                                                                                             15"                                                                                                                                     OF BLOCK 2                                                                                                                                                                                  CATCH BASIN                                                                                                                                                 11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >>                                   CATCH BASIN                             STORM MANHOLE
                                                                                        >>
NW INV=1136.16                                                                                                                               RIM=1144.39                                                                                                                                                                                                                                                                                                                                                                                                                                         46
                                               15" RCP
                                                                                                                                                                                                                                                                                                FO
                                                                                                                                                                                                                                                                                                                                                                                                                                 RIM=1143.74                                                                                                                                                                                                                                RIM=1144.17                             RIM=1145.14
NE INV=1135.13
 CATCH BASIN      > 8"                         >>                                                                                           N INV=1133.28
                                                                                                                                            E INV=1133.28
                                                                                                                                                                                                                                                                                                                                                                                                                                 N INV=1139.94
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CATCH BASIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1145
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S INV=1139.82                           SE INV=1138.44
   RIM=1141.89                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RIM=1145.15                                                                        >>                  NW INV=1138.67                          NW INV=1138.37
                                                                                  NW CORNER
                                                                                                                                           W INV=1133.28                                                                                                                                                       45

                      >> 24" RCP
 S INV=1136.39                                                                                                                                                                                                                                                                                             11                                                                                                                    THE NE CORNER OF THE WEST 10.00 FEET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    N INV=1141.35                                                                                                                                   S INV=1138.50
                                                                                  OF BLOCK 2
                                                                                                                                                                                                                                                                                                                                                                                                                                 OF LOT 8, BLOCK 2, CLARK'S ADDITION
 N INV=1136.39                                                                                                                                                                                                                                                                                  FO

                                                                                                                                           CATCH BASIN                                                                                                                                                                                                                                                                           SANITARY MANHOLE
 E INV=1136.49                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SANITARY MANHOLE
                                                                                                                                           RIM=1143.10                                                                                                                                                                                                                                                                           RIM=1144.22
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RIM=1145.16                                                                                                                                                                                                                                                                                                            SUBMITTAL INFO
 CATCH BASIN                                                                                                                               W INV=1139.45     114                                                                                                                                                                                                                                                                 E INV=1134.50
                                                                                                                                                                5                                                                                                                                FO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            E INV=1136.76
  RIM=1141.95                                                                                                                                                                                                                                                                                                                                                                                                                    W INV=1134.50
                                                                                                                                                                                         1146                                                                                                                                                                                                                                                                                                                                                              W INV=1136.76
NE INV=1136.70                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S INV=1136.84                                                                                                                                                                                                                                                                                               Review By: TP
 W INV=1136.60                                                                                                                                 STORM MANHOLE                                                                                                                                                                                                                                                                                                                                                                                                S INV=1140.60
                                                                                     WEST LINE OF                                              RIM=1143.55                                                                                                                        1146                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Project # : 26013
                                                                                                                                               N INV=1137.15                                                                                                                                     FO
                                                                                                                                                                                                                                                                                                           114
                                                                                                                                                                                                                                                                                                                    6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Submittal Date: 08-21-2026
                                                                                     LOT 17, BLOCK 2
                                                                                                                                                                                                                                                                                                                                                                     140.45
                                                                                                                                               E INV=1138.05
                                                                                                                                               W INV=1137.05                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Submittal Phase: Preliminary
                                                                                                                                                                                                                                                                                                                                                                   N00°52'36"E                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Plat & CDs

                                                                                                                                                                                                                                                                                                                         THE EAST LINE OF THE WEST
                                                                                                                                                                                                                                                                                                 FO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SHEET TITLE

                                                                                                                                                                                                                                                                                                                         10.00 FEET OF LOT 8, BLOCK 2
                                                                                                                                                                                                                               EXISTING CLINIC

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Existing
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Existing Parcels per
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Goodhue County

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Conditions -
                                                                                                                                                                                                                                                                                                FO                      7
                                                                                                                                                                                                                                                                                                                    114

                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Overall
                                                                                                                                                                                                                                                         FO
                                                                                                                                                                                                                                        FO
                                                                                                                                                                                                                                                                                                                                                                                                                     BUILDING
                                                        SW CORNER OF
                                                                                                                                                                                                                                                                            FO




                                                        LOT 17, BLOCK 2
                                                                                                                                                                                            SOUTH LINE OF BLOCK 2                                                                                                                                                                            E
                                                                                                                             1146                                         ALLEY                     1147
                                                                                                                                                                                                                                  235.06
                                                                                                                                                                                                                                N89°24'46"W
                                                                                                                                                                                                                                                                                 1147


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SHEET NUMBER
                                                                                                                                                                                                                                                  11
                                                                                                                                                                                                                                                                                                          1148                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              30 scale
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           C1.0
                                                                                                                                                                                                                                                    48



                                                                                                                                       EXISTING                         EXISTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        N                                                      Know what's below.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0              30                60
                                                                                                                                                                                                                                                                                                                EXISTING
                                                                                                                                       BUILDING                         BUILDING                                          EXISTING                                                                              BUILDING                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Call before you dig.               Copyright Land & Resource Consulting
                                                                                                                                                                                                                          BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       113
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 >>                                                                                                              STORM MANHOLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Removals and Clearing Notes                                                                                                                DRAWINGS BY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RIM=1138.71
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 W INV=1132.55                                                                                                       1.      All temporary erosions control measures shall be installed and inspected prior to the start of construction.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 E INV=1132.69
                                                                                                                                                                                                                                                         GUNDERSON BLVD.                                                                                                                                                                                                                                                                                                                                                                                                                                         S INV=1132.76
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Refer to sheet 3.1 for erosion prevention and sedimentation control measures utilized.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           24" RCP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CATCH BASIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  >>                                                                                                                                                       RIM=1138.49

                                                                                                                                                                                                                                                         (SECOND STREET)                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SW INV=1135.34                            2.      Contractor shall obtain permits for demolition, removals, clearing, grubbing and disposal prior to the start of
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             construction.
                      >          >             >                  >              >                         >                                  >                    >
                                                              8" CLAY                                                                                                                       >                      >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CATCH BASIN                               3.      Dimensions illustrating the limits of demolition and removals are approximate. Coordinate the actual limits of                  14260 23rd Ave N
                                                                                                                                                                                          8" CLAY W/ PVC SLEAVE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            RIM=1138.39
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >>                                                                                                                                                                       demolition with the proposed improvements.                                                                                     Plymouth, MN 55447
                                                                                                                                                                               >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           NE INV=1135.09
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Phone: 763-340-0699
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >>
                                                                                                                                                                                >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           W INV=1135.09
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          >>      CP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     4.      Schedule and complete public roadway demolition and replacement to minimize impacts to traffic.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          >>              12" R
                                                                                                                                                                                                    LAY                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              5.      All lane closures and work within the public right-of-way shall be reported to the City of Kenyon and
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               DRAWINGS FOR
                                                                                                                                                                                                6" C
                                                                                                    SANITARY   MANHOLE                                                                     >                                                                                                                                                                                                                                                                                                                                                                                                                                                     >>
                                                                                                      11                                                                                                                                                                                                                                  8

                                                                                                                                                                                 4" PVC
                                                                                                        38 RIM=1136.96                                    11                                                                                                                                                                          113                                                                                                                                                                                                                                                                                                                                                                39
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       11                                                                                                                                    Goodhue County 7 days prior to the start of construction.
                                                                                                                                                                               >
                                                                                                                                                              38
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             40                       STORM MANHOLE
                                                                                                           E INV=1129.35                                                                                                                                   1138                                                                                                                                                                                                                                                                                                                                                                                                                                                                            11                         RIM=1138.31
                                                                                                           W INV=1129.35
                                                                                                           S INV=1130.73                                                                                  BLOCK                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >>                                                                                 S INV=1133.35                                                  6.      Emergency access through the construction areas shall be maintained throughout the course of                             Kenyon Crossings,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      N INV=1133.01
                                                                                                                                                                                                        PLANTER
                                                                                                                                                         11                                                 11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             construction.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            LLC
                                                                                                                9                                                                                             38                                                                                                                                                                                           113
                                                                                                          SE 113
                                                                                                             INV=1129.64                                  39
                                                                                                                                                                                                                                                                                                                                                                                                              9                                                                                                                                                                                                                                                                                                                                                       E INV=1134.16
                                                                                                                                                                                                       WITH SIGN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         / / / / / / / / //// / / / / / / / / / / / / / / / / / //// / / / / / / / / / / / /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              REMOVE                                              1                   SW INV=1134.51
                                                                                                                                                                                                            1139                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CURB TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                114
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     7.      Contractor shall provide barricades, lights, signs traffic control and other measures necessary to ensure
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >>         NEAREST                                                                                                                                        safe traffic flow during the course of construction.                                                                           527 Professional Drive
                                                                                                                                                                                                                                                                               WALL
                                                                                  114                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             114
                                                                                        0                                    1140
                                                                                                                                                                                                                 1140                                                                    1138    1137                                               FINISH FLOOR                                                                                                                                                                                                                                                                                                                              JOINT                                                  2                                                                                                                                                                                                                       Northfield, MN 55075
                                                                                                                                                                                                                                                                                                                                                    ELEV. = 1136.38                                                                                                                                                                                                                                                                                                                                                                                                                                                                  8.      Features not designated to be removed shall be protected during the course of construction. Damage to                          Phone: 507-301-1723
                                                                                                                                                                                                                                                    11                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CATCH BASIN
                          1141
                                                                                                                                                                                                                                                      39                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     features not designated for removal or altered as part of this project shall be repaired or replaced at no
                                                                                                                                                                                                                                            11                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        RIM=1137.97
                                                                                                                                                                                                                                                40                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           additional cost to the developer, city or county
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >>                                                                                 NE INV=1134.77
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROJECT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           24" RCP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      W INV (8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      POLY)=1135.47                                                  9.      Trees designated for removal includes the root structure. Trees on or near the limits of grading or removals
                                                                                        1141                                                                                                    41                                                   B-01                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    shall be saved unless noted otherwise on the plans. Trees and stumps may be ground onsite. Chipped
                                                                                                                                                                                            11
                                                                                                                                                             1                                                                                                                 114
                                                                                                                                                                                                                                                                                                                                                                                                            1142                                                                                                                                                                                                                                                                                                                                                                                                                             materials shall not be mixed into subgrade materials under any structures.
                                                                                                                                                          114                                                                      11                                             1
                                                                                                                                                                                                                                                                                                                                                                                    WALL
                                                                                                                                                                                                                                     41
                                                                                                                                                                                                                                                                                          1142
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >>                                                                                                                                                                                                                                                                                  Kenyon Crossings
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     10.     Contractor shall remove all features including, but not limited to underground utilities, fence, walls, footings,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             walls, lighting, signs, stairs, and landscaping within the grading and demolition limits unless otherwise noted




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ////// / / / / / / / / / / / / / / / / / //// / / / / / / / / / / / / / / / / / //// / / / / / / / / /
                                                                                                                                                                                                                                                                                                                                                                                                           1142              1140
                                 1142                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        on the plans.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Kenyon, MN
                                                                                                                                                                                           11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >>                                                                              STORM MANHOLE                                                     11.     Coordinate removal, termination, and reuse of existing utilities and appurtenances with service providers.                      Goodhue County
                                                                                                                                                                                                42
                                                                                                        11
                                                                                                           42                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               REMOVE UTILITY                                                         RIM=1140.03                                                               Restore all disturbed utilities or coordinate repair/replacement with the utility service providers.
                                                                                                                                                                                                     3                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             S INV=1135.35
                                                                                                                                                                                                11
                                                                                                                                                                                                   4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            STRUCTURE                                                              SE INV=1135.15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CERTIFICATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     12.     Exiting conduits and underground pipes may be abandon in-place if filled properly with sand or flowable fill if
                                                                                                                                                                                                       44
                                                                                                                                                                                                 11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  REMOVE STRUCTURE                           the existing utilities are ore not in conflict with existing or proposed utilities or structures. Termination of a   I hereby certify that this plan, specification, or
                                                                                                                                                   11                                                                                 FINISH FLOOR ELEV. = 1145.01                                                                                                                                                                                                                                                                                                                                                                                                                 >>                                                                                                             AND UNUSED PIPE                                                                                                                                                 report was prepared by me or under my
                                                                                                                                                     42                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      utility shall be completed in accordance with the utility service provider's standards.
                                                                                                                                                                                                                                                               OVERHANG                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  direct supervision and that I am a duly

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CO N IM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Licensed Professional Engineer under the
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1140                                                                                                                                     13.     Demolition debris shall become property of the contractor unless noted otherwise on the plans. All                   laws of the State of Minnesota.
                                                                                                                                                                                                                                                                                                                                                                                                                       1142
                                                                                                                                                                                                                                                                                                                                                                                                                                           1140
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             construction debris shall be removed from the site to an approved location.                                                NS OT IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          TR FO AR
                                                                                                                                                                                                                                                                                                                                                                                                                       1141
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            UC R Y
                                                                                                                                                                                                                                                                                                                                                                              WALL                                                                                                                                                                                                                                                                                                                                                                                                                                                   14.     Report the presence of wells and drain fields and septic tanks to the engineer and owner.                            PR
                                                                                                                                                                               11                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  STORM MANHOLE                                                                                                                                                                                  Tony Pohl
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TI
                                                                                                                                                                                 43                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           BLOCK UP OPENING




                                                                                                                                                                                                                                                                                                                                                                                                                             XXXXXXXXXXXXXXXXXXXXXX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   RIM=1140.11                                                                                                                                                                                    MN. Lic. No. 56606

                                                                   REMOVE BUILDING AND ALL
                                                                                                                                                                                                                                                                                                                                                                                                                   114
                                                                                                                                                                                                                                                                                                                                                                                                                      2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   N INV=1133.44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   S INV=1133.70                                                                                                                                                                                                 ON
                                                             ASSOCIATED ITEMS INCLUDING BUT                                                                                                                                                                                                                                                                                                                                         >>                                                                                                                                                                                                                                                                                                                             SE INV=1133.46                                                     Existing Conditions Legend                                                                                                  Date: August 21, 2026
                                        1143
                                                                 NOT LIMITED TO FOUNDATION,                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 >>                                                                     NW INV=1134.76
                                                             FOOTINGS, UTILITIES, MECHANICAL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >>                                                                                                                                                                              Property Line                                  Monument                                                        ISSUED FOR




                                                                                                                                                                                                                                                                                                                                                                                                                                                   XXXXXXXXXXXX
                                                                                       EQUIP.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Street Light
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    XXX            Existing Contour - Major                                                                       ISSUE / REVISION                        DATE
                                                                                                                                                                                                                                                                                                                                                                                                                        43       >>                                                                                                                                                                                                                                                                             >>                                                OHE                OHE              OHE             OHE                           XXX            Existing Contour - Minor                       Power Pole                                      Preliminary Plat &
                                                                                                                                                                                                                     TV ANTENNA
                                                                                                                                                                                                                                                                                                                                                                                                                       11
                                                       43                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Preliminary CDs                         07-10-2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Overhead Electric                              Hydrant
                                                       11




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            STATE STREET
                                                                                                                                                        1143                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >>                                                                             CATCH BASIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        OHE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  DLI Review Submittal                    08-17-2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RIM=1139.81                                                                                                                                                                                     Preliminary Plat & CDs                  08-21-2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        GAS        Underground Gas                                Water Valve
                                                                                                                                                                                                                                                                                                                                                                                                    RAMP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         41                       E INV (4" POLY)=1136.81                                    OH

                                                                                                                                                                                                                                                                                                                                                                                                                            8" Clay
                                                                                                                                                                                                                                                                                                                                                                                                                              >>                                                                                                                                                                                                                                                                                11                     11                         SUMP=1133.41                                                                                     Fiber Optic                                    Utility Structure
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 41                                                                                                                            FO        FO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >>                                                                                                                                 OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >>             Storm                                          Sanitary Manhole




                                                                                                                                                                                                                                                                                                                                                                                                                                              / / / / / / / / / / / / //////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //////// / /
                                                                                                                                                                                                                                                                                                                                                                                                                  2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  STORM MANHOLE                                   X                                 >              Sanitary                                       Storm Manhole
                                                                                                                                                                                                                                                                                                                                                                                                             11 4  1142     >>                                                                                                                                                                                                                                                                                                                                                                          OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RIM=1142.41                                                                  l              l    Water                                          Catch Basin
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  DT INV=1140.51
                                 114                                                                                          1144
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >>                                                                             DT INV=1140.71
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Fence                                          Sign
                                    3                                                                                                                              1144                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           N INV=1137.26             OH
                                                                                                                                                                                                                                                                                                                                                                                                           XXXXX   >>                                                                                                                                                                                                                                                                     REMOVE                                                                  W INV=1137.09                                                                                    Retaining Wall                                 Existing Tree
                                                                                                                                                                                                                                                                                                                                                                                                             8" Clay                                                                                                                                                                                                                                                                      STORM
                                        1144                                                                                                                  B-02                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        MANHOLE                                                                          OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             E                                                                                      Asphalt                            B-#
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              114                                                                                 X                                                                                               Soil Boring
                                                                                                                                                                                                                                                                           B-04                                                                                                                                                                                                                                                                                                                                                                                                        >>                                         2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Concrete
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                11                                         E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          REMOVE AND             42                                      OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Gravel
                                                                                                                                                                                                                                                                                                                                                                                                                       1143
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SALVAGE


                                                                                                                                                                                                                                                                                                                                                                              OVERHANG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SIGNS                                                                   STORM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  X

                                                       EXISTING BUILDING TO REMAIN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >>                                                                         MANHOLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RIM=1144.62                                                         Removals Legend
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        24" RCP
                                                       COORDINATE WITH ARCHITECT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S INV=1137.54
                    GUNDERSON APTS                     FOR BUILDING MODIFICATIONS                                                                                                                                                                                               GATE                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SE INV=1138.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                114
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  E INV=1138.99                                                                                                                    Estimated Quantity
                   REMODELED 20 UNIT                                                                                                                                                                                                                                                                                    FINISH FLOOR                              ELECTRIC                                                                                                                                                                                                                                                                                                                                                                                        W INV=1138.16
                                                                           CATCH BASIN                                                                                                                                                                                                                                                                                                                             11                                                                                                                                                                                                                                                                  >>                                                                                                                                                                           Asphalt Removal                3,620 SF                                                                   SUBMITTAL INFO
                 ONE-STORY WOOD FRAMED                                      RIM=1143.72                                                                                                                                                                                                                                 ELEV. = 1145.02                           CABINET                                              44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  W INV=1135.07                                   X

                                                                           E INV=1139.62                                                           FINISH FLOOR OF NEWER                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          N INV=1134.72
                    MULTI-FAMILY BLDG                                      S INV=1139.62                                                           BUILDING = 1144.98                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Concrete Removal                8,875 SF                                                       Review By: TP
                                                                                                                                                                                                                                                                                                                                                      GAS LINE (GOES
                                                                                                                                                                                                                                                                                                                                                     UNDERGROUND)                                                                                                                                                                                                                                                                                                                                                                                             CATCH BASIN                                                                                                                                                                                         Project # : 26013
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   8   >>                                         4                           RIM=1143.86                                         X                                                Building Removal                27,000 SF                                                      Submittal Date: 08-21-2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      MAINTAIN EXISTING                                          114
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              W INV=1139.86
                                                                                                                                                                                                                                                                                                                         1145
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PAD FOR NEW                               11                                                                                                                                                                                                                                                Submittal Phase: Preliminary
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ELECTRIC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          //////////////////////// Curb Removal                    530 LF                                                         Plat & CDs
                                                                                                                               / // / // / / / // / // / / / // / // / / / // / // / / / // / // / / / // / // / / / // / // / / / //
                                                                                                                                                                                                                                 1145 / // / / / // / // / / / // / // / / / // / // / //// / // / //// /


                                                                                                                     // / ///// // / //// /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TRANSFORMER                                                                                                                                                                                  Retaining Wall & Fence          270 LF

                                                                                                                                                                                                                                                                                                        / //// / / / / / / / // /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >>                                                                                                                                                                          Removal
                                                                  1145                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SHEET TITLE
                                                                                                                                                                                                                                                                                                                                                         B-03                                       1145                              /////                                                                                                                                                                                                                       REMOVE UTILITY
                                                                                                                                                                                                                                                                                                                                                             UTILITY                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Sawcut                          495 LF
                                                                                                                                                                                                                                                                                                                                                                1145 VAULT                                                                                                                                                                                                                                                                                        STRUCTURE
                                                                                 FO                FO                      FO                                 FO          FO                                FO                      FO
                                                                  FO                                                                                                                       FO                                                        FO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Ex. Conditions
                                                                                                                                                                                                                                                                          FO                                                                                                                                                 / //
                                                                                                                                                                                                                                                                                                                                                                                                       ///
                                                                                                                                                                                                                                                                                        FO                           FO                                                                                       FO

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                >>
                                                                                                                                                                                                                                                                                                                                                                                   FO

                                                                                                                                                                                                                                                                                                                     >> / /// / ///>>
                                                                                                                                                                                                                                                                                                                                   / /// / /// / /// / ///>>                 / /// / /// / / / / / / / >>
                                                                                                                                                                                                                                                                                                                                                          / /// / ////////// >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          XXXXXXXXXXXX Utility Removal
                                                                                                                                                    >>                         >>                    >>                      >>                      15">>                        >>
                                                                                                                                                                                                                                                                                                                                           FO
                                                                                                                                                                                                                                                                                                                                           FO
                                                                                                                          /                                                                                                                                                                                        / ////////                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      96 LF
                                                                                                                                                                                                                                                         RCP                                                                                                                                                                                                                                                                                                                                                                                                                                              18" RCP
                  l         l           l          l
                                                        FO

                                                                       l                       l                 l                                  l                               l                  l                l                   l                     l                 l                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Structure Removals              ~12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   & Removals -
                                                                                                                                                                                                                                                                                                                  l                             l             l           l                     l                  l                                                                                                                                                                                                                       l                                                      l                      l
                                                                                                         8                                        REMOVE CURB                             REMOVE AND                                                       REMOVE UTILITY                                                                            REMOVE AND                                                                                                                                                                                                                                                                                                                                                                        l                      l             l                l          l             l
                                                                                                                                                           114
                                                                                                                                                               4
                                                                                                                                                                                          SALVAGE SIGN
                                                                                                                                                                                                                                                                                                                                                                                    8                      REMOVE AND                                                                                                                                                                                                                                                                                                                                                                                                        l                                     Tree Removal                    4
                                                                                                                                                  TO NEAREST JOINT                                                                                         STRUCTURE                                                                                 SALVAGE                                                                                                                                                                                                                                                                                                                                  >>
                                                                                                                                                                                                                                                                                                                                                                                                           SALVAGE SIGNS
                                                                                                                                                                                                                                                                                                                                                     SIGNS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Project Area
                                                                                                                                                                                                                                                                                                                                                                                         1145                                                                                                                                                                                                                                       >>
                      >          >             >
                                                         FO
                                                                  >                                >            >>         >                              >                     >                 >                     >                       >                     >                      >                                      >                   >             >                     >                     >                                                                                                                                           >                                                                                                                                                       >                 >                         >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 >
                                                                                                                                                                                                                                                                          8"                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      >           >
UTILITY & DRAINAGE EASEMENT
PER DOC. NOS. A92415 & A95423
                                                             FO

                                                                                                                                                        114
                                                                                                                                                           4
                                                                                                                                                                                                                                                                                                        THIRD STREET                                                                                                                                                                                                                                                                                                                                                                                            >>    15
       (EX. NOS. 11 & 12)                                                                                                                                                                                                                                                                                                                                                                                                                                                  >>                                                                                                                                                                                                                                            "R                                                                                                                                                                                                                                                    SHEET NUMBER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   20 scale
                                                                                                                                                                                                                                                                                                                                    1145                                                                                                                                                                                                                                                                                                                                                                                 >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      24" RCP                                                                                                                                                                                                                                                                        C1.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            N
                                                             FO
                                                                                                                                                                       CATCH BASIN                                                                                                                                                                                                                                        11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          >>                                      CATCH BASIN                                          STORM MANHOLE
                                                                                                                                                                                                                                                                                                                                                                                                                            46
                                                                                                                                                                       RIM=1143.74                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RIM=1144.17                                          RIM=1145.14                                                                                                                    Know what's below.
                                                             FO
                                                                                                                                                                       N INV=1139.94
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1145
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S INV=1139.82                                        SE INV=1138.44                                                                  0                 20              40           Call before you dig.                  Copyright Land & Resource Consulting
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  NW INV=1138.67                                       NW INV=1138.37
                                                                                                                                                                                                                                                                                                                                                                                                CATCH BASIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             >>                                                                        S INV=1138.50
                                                                                                                                                                                                                                                                                                                                                                                                 RIM=1145.15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          114

                                                                                                                                                                                                                                                                                                                                                                                                                                                                  General Site Notes                                                                                                               DRAWINGS BY

                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.    For surveying and construction staking, contact Land & Resource Consulting 763.340.0699.




                                                                                                                                        30.0' SIDE SETBACK (STREET)
                                                                                                                                                                                                                GUNDERSON BLVD.                                                                                                                                                                                                                                   2.    Dimensions are to outside foundation wall, back of curb or edge of bituminous pavement unless noted



                                                                                                                                                                      5.0' D&U EASEMENT
                                                                                                                                                                                                                (SECOND STREET)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        otherwise on the drawings.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                  3.    The building and structure location and orientation is shown on the plans in relation to the property
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        boundary and right-of-way.                                                                                              14260 23rd Ave N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Plymouth, MN 55447
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  4.    Building and structure dimensions are approximate. Architectural and structural plans shall be utilized to             Phone: 763-340-0699
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        stake the new structures and buildings.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                  5.    Erosion control and sedimentation control measures shall be installed and inspected prior to the start of                 DRAWINGS FOR
                                                                                                                                                                                                                                        11.9'                                                                                                                                                                                                                           construction.

                                                                                                                                                                                                                                                                                                                                   11.6'       5.0'      9.6'                                                                                                     6.    City infrastructure shall be built in accordance with City of Kenyon material and construction methods. In       Kenyon Crossings,
                                                                                                                                                                                                                                                                                                                                                                              PEDESTRIAN                                                                                the event of a discrepancy, the City Standards shall govern.
                                                                                                                                                                                                                                        18.0'                                                                                                                                 RAMP                                                                                                                                                                                                             LLC
                                                                                                                                                                                                                                                                                    R4                                                                                        INSTALL "EXIT                                                                       7.    Improvements within the County right-of-way shall be constructed in accordance with County Construction
                                                                                                              SBL                                                                                                                                                                      2.0
                                                                                                                                                   SBL                                             SBL                        SBL                SBL            SBL           SBL          '                                                                                  ONLY" SIGN                                                                                Standards. In the event of a discrepancy, the County Standards shall govern.                                           527 Professional Drive
                                                                                                                                                                                          R3 4                                          5.0'                                                                                                             4.0
                                                                                                                                                                                                                                                                                                                                                                  R8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Northfield, MN 55075
                                                                                                                                                                                                                                                                                                                                                          '
                                                                                                                                                                                            .0'                                                                                                                                                                       .0'
                                                                                                                B612 CURB &
                                                                                                                                                                                                                                                                                                                                                   ONE-WAY
                                                                                                                                                                                                                                  PRIVATE                                                                           R20                                                                                                                                                                                                                                                                        Phone: 507-301-1723
                                                                                            SBL                                                                                                                                                                                                                         .0'
                                                                                                                GUTTER (TYP)                                                                                                                                                                  SBL
                                                                                                                                                                                                                                                                                                                                                                              VALLEY GUTTER
                                                                                                                                                                                                                              RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                   EXIT ONLY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Zoning & Setback Summary
                                                                                                                                                                                                                              MODULAR BLOCK                                                                                                                           8.0
                                                                                                                                                                                                                                                                                                                                                                          '
                                                                                                                                                                                                                                  W CAP &                                                                                                                         R                                                                                               Existing Zoning Designation: R-3 Multi-Family Residence                                                                               PROJECT
                                                                                                                                                                                                                                GUARDRAIL                                                                                                                 4.0
                                                                                                                                                                                                                                                                                                                                                              '
                                                                                                                                                                                                                                                                                                                                                                              INSTALL "EXIT
                                                                                            SBL     21.0'
                                                                                                                                                                                                          B-01                SEE ARCH PLANS                                                  SBL
                                                                                                                                                                                                                                                                                                                                              5.0'
                                                                                                                                                                                                                                                                                                                                                                              ONLY" SIGN                                                                          Minimum Lot Size: 2,700 sf / unit @ 38 units = 102,600 sf / 2.4 ac
                                                                                                                                                                                                                                                                                                                                                                              PEDESTRIAN                                                                          Minimum Lot Width: 75'
                                                                                                    9.1'
                                                                                                                                                                                                                                                                                      7.4'                                                                                    RAMP                                                                                Maximum Height: 45'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Kenyon Crossings
                                                                                               °'                                                                                                                                                                                                                                                                                                                    CHANGE TO B618
                                                                                            75
                                                                                            SBL
                                                                                                                                                                                                                                                                                                     4.9'                                      5.0'
                                                                                                                                                                                                                                                                                              SBL                                                                                                                                                                 Building Setback Requirements:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Kenyon, MN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Front Yard: 30'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Goodhue County
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Rear Yard: 30'
                                                                                                         20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Side Yard (Interior): 10'
                                                                                           SBL                                                                                                                                                                                              SBL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Side Yard (Street): 30'                                                                                                          CERTIFICATION
                                                                    3.9'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     I hereby certify that this plan, specification, or
                                                                    10.0'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Parking Setback Information                                                                                        report was prepared by me or under my
                                                           REAR SETBACK &
                                                           D&U EASEMENT
                                                                                                                              19.0'                                                  5.0'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Rear Yard: 6'                                                                                                                 EL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     direct supervision and that I am a duly

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         CO N IM
                                                                                           SBL                                                                                                                                             STEPS WITH                                       SBL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Licensed Professional Engineer under the
                                                                                                                                                                                                                                                                                                    5.0'      11.9'           5.5'                                            VALLEY GUTTER                            EXISTING                                   Side Yard: 3'                                                                                                      laws of the State of Minnesota.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           NS OT IN
                                                                                                                                                                                                                                           HANDRAIL SEE ARCH                                                                                                                  (TYP)                                    BUILDING                                   Access drives may be placed adjacent to property lines when paved
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             TR FO AR
                                                                                                                                                                                                                                           PLANS                                                                    75.7'
     GUNDERSON
       HOUSE                                                                               SBL
                                                                                                                       PROPOSED
                                                                                                                                                                                                                                                                                            SBL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Tony Pohl UC R Y
                                                                                                                       PAVEMENT
                                                                                                                       MARKING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Area Summary within Property Boundary                                                                                          TI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     MN. Lic. No. 56606
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ON
                                                                                                                       (TYP)                                                                                                                                                                                                                                                                                                                                      Existing:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Date: August 21, 2026
                                                                                                                                                                                                                PEDESTRIAN                                                                                                                                                                                                                                        Pervious:        10,193 sf          0.23 ac     23.7%
                                                                                                                                                                                                                                                                                                                                                                              PRIVATE
                                                                                          SBL
                                                                                                                                                                                                                RAMP                                                                     SBL
                                                                                                                                                                                                                                                                                                                                                                              RETAINING WALL                                                                      Impervious:      32,871 sf          0.75 ac     76.3%                                                                              ISSUED FOR
                                             ADA PARKING                                                                                                                                                                            APARTMENT BUILDING                                                                                                                        MODULAR BLOCK                                                                       Total            43,064 sf          0.99 ac    100.0%
                                                                                                                                R66.0'                                                                                                                                                                6.0'                  7.3'
                                          AREA SEE DETAIL
                                                                                                                                                                                            5.8'                                         38 UNITS                                                                                                                             W CAP                                                                                                                                                                                                  ISSUE / REVISION                        DATE
                                            FOR STRIPING                                                                                                                                                                                                                                                                                                                      SEE ARCH. PLANS
                                             AND SIGNAGE                                                                                                                                                                                FFE = 1145.8                                                                                                                                                                                                              Proposed:                                                                                                          Preliminary Plat &
                                                                                          SBL                                                                                                                                                                                            SBL                                                                                                                                                                                                                                                                                         Preliminary CDs                         07-10-2026
                                                                                                                                                                                                                                        (3 STORIES)                                                              15.2'                                                                                                                                            Pervious:        13,029 sf          0.30 ac     30.3 %




                                                                                                                                                                                                                                                                                                                                                                                STATE STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     DLI Review Submittal                    08-17-2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Impervious:      30,035 sf          0.69 ac     69.7%
                                                                                                                                              R84.0'                                                                                                                                                                                                                                                                                                                                                                                                                                 Preliminary Plat & CDs                  08-21-2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Total            43,064 sf          0.99 ac    100.0%
                                                                                                                                                                                                                                                                                                                                                                                                                                                   X
                                                                                          SBL                                                                                                                                                                                            SBL


                                                                                                                                                                                                                                                                                                                                                    22                                                                                                            Parking Summary
                                                                                                                                                                                                                                                                                                  5.0'       11.9'          5.5'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Required Parking
                                                                                                                                                                                                                                                                                                                                                                                                                                                   X
                                 SBL    SBL          SBL

                                                                                          SBL                                                                                                                                                                                           SBL                                                18.0' FRONT SETBACK                                                                                                    2 stalls / unit
                                                                                                                                                                                                                                                                                                                                            5.0' D&U EASEMENT                                                                                                     38 units = 76 parking stalls
                                                                                                                                                                                                                                                 STEPS WITH
           SBL   SBL    SBL     SBL
                                                                                                                 SBL                                                                                                                             HANDRAIL                                                                                                                                                                                                         Provided Parking
                                                                                                                                                      SBL
                                                                                                                                                                                                                                                 SEE ARCH PLANS                                                                                                                                                                                                   Standard Surface Stalls: 65 ea.
                                                                           B-02                                                                                                                                                                                                         SBL
                                                                                                                                                                                                                                                                                                                                                                                                                        SHARED PARKING LOT         X              Accessible Surface Stalls: 3 ea.
                                                                                                 16.4'                                                                                                                              B-04                                                                                                                                                                             NEW 36-UNIT APT = 20 STALLS                  Total Surface Stalls: 68 ea.
                                                                                                                                                                                                                                                                                                                                                                                                                     GUNDERSON APTS = 9 STALLS
                                                                                                                                                    SBL
                                                                                                                                                                                                                                                                                                      7.3'                                                            B 612 CURB &
                                                                                                                                        18.0'                                                                                                                                           SBL                                                                           GUTTER (TYP)
                                                                                                                                                                                                                                            CONTRACTOR SHALL                                                                                                                                                    20                                                Legend
                                                                                                                                                                                                                                                                                                                                                                                                                                                   X
                                                                                                                                        B-B
                                                                                                                                                                                                                                         COORDINATE CONCRETE
  GUNDERSON APTS                                                                                                                                                                                                                        PORCHES AND CONCRETE
                                                                                                                                                                                                                                                                                                                                             20.0'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Building Setback line
                          GUNDERSON APTS                                                                       11.0'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SBL

 REMODELED 20 UNIT       REMODELED 20 UNIT
                                                                                                                                                  SBL                                                                                   DOOR APPROACHES WITH
                                                                                                                                                                                                                                                                                               5.0'         11.9'
                                                                                                                                                                                                                                                                                                                                     9.0'                                                                                                                                                      Bituminous
                                                                                                                                                                                                                                          ARCHITECTURAL PLANS                           SBL                                 5.5'                                                                                                                       EXISTING
NE-STORY WOOD FRAMED   ONE-STORY WOOD FRAMED                          PEDESTRIAN
                                                                      RAMP
                                                                                                                                                                                                                                                         (TYP)                                                                                                                                                                                         BUILDING                                Concrete                                                                                          SUBMITTAL INFO
                                                                                                                                                                                                                                                                                                                                                                   VALLEY GUTTER
  MULTI-FAMILY BLDG       MULTI-FAMILY BLDG                                                                                                                                                                                                                                                                                                                                                                                                        X
                                                                                                                                                                                            SBL                         SBL                SBL                                                                                                                     (TYP)                                                                                                                       Open Space / Pervious Area
                                                                     ADA PARKING                                                                                                                                                                          SBL           SBL

                                                                                                                                                                                            5.0'
                                                                                                                                                                                                                                                                                                                                                                                           REMOVE SIDEWALK                                                                                                                                                                           Review By: TP
                                                                  AREA SEE DETAIL                                                                                                                                          TRASH                                                   18.0'                                                                                                   JOG OUTSIDE ROW                                                                                     Detectable Warning Surface
                                                                    FOR STRIPING                                                                                                                                14.5'
                                                                                                                                                                                                                                                 6.0'             5.0'                                                                                                                                                                                                                                                                                                               Project # : 26013
                                                                                                                                                                                                                         ENCLOSURE                                            SIDE STREET                                                                                                                                                                                                      Tip Out Curb
                                                                     AND SIGNAGE                                                                                                                                                                                 D&U                                                                                              NEW ELECTRIC                                                                     X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Submittal Date: 08-21-2026
                                                                                                                                                                                                                                                                 EASEMENT     SETBACK                                                                             TRANSFORMER
                                                                                                                                                                                                                                                                                                                                                                  ON EXISTING PAD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ##       Parking Count                                                                         Submittal Phase: Preliminary
                                                                                   5.5'                                                                                                                  5.5'                                                    5.5'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Sign                                                                                  Plat & CDs
                                                                     9.0'                                                                                                                                                                                                                                                5.5'
                                                                                                                                                                                                                                20.0'            10.2'
                                                                                                                                                                                                                                F-F
                                                                                                                                                                                                                                                                                              9.0'                                                                 PEDESTRIAN
                                                                                                                       5.0'                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SHEET TITLE
                                                                           20.0'                                                                              ONE-WAY                                                                                                                                                              5.0'                            RAMP
                                                                                      4                                       3.0                                                                    4.0
                                                                                                                                                                                                        '
                                                                                                                                                                                                                                                          6             B-03                        20.0'
                                                                                                                                    '                        ENTRANCE                                                                                                                                                                       5.0'                  INSTALL
                                               SBL
                                                                                                                                                               ONLY                                                                                                                                                                                               SALVAGED
                                                                                                                                                                                            '                                                                                                                                                                     STOP SIGN
                                                                                                                                                           '
                                                                                                                                                                                                                                                                                                                                                                  INSTALL
                                                                                                                                                                                          0.0
                                                                                                                                                        0.0

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Site Plan
                                                                                                                                                      R1                             R1                                                                                                               PEDESTRIAN
                                                                                                                                                                                                                                                                                                      RAMP                                                        SALVAGED
                                               SBL
                                                                                                                                                                                                                                                                                                                                                                                               CHANGE TO B618
                                                             VALLEY GUTTER                          INSTALL                                                                                 VALLEY                      INSTALL                    TRASH ENCLOSURE                                    VALLEY GUTTER                                               STREET SIGN
                                                            SHARED PARKING                        "ONE-WAY"                                                                                 GUTTER                      "ONE-WAY"                  SEE ARCH PLANS                                     SHARED PARKING
                                                           GUNDERSON APTS                              SIGN                                                                                                             SIGN                                                                          NEW 36-UNIT APT = 6 STALLS

                                               SBL
                                                                 = 4 STALLS                                                                                                                                                                             THIRD STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SHEET NUMBER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             20 scale
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          N                                                 Know what's below.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        C2.1
                                               SBL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   0             20               40        Call before you dig.               Copyright Land & Resource Consulting
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          115

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 General Grading & Erosion Control Notes                                                                                           DRAWINGS BY

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.    For surveying and construction staking, contact Land & Resource Consulting 763.340.0699.

                                                                                                                                                                                                          GUNDERSON BLVD.                                                                                                                                                                                                                                                                                                                                                                                                                                                        2.    Erosion control measures shall be installed prior to the start of construction.
                                                                                                                                                                                                          (SECOND STREET)                                                                                                                                                                                                                                                                                                                                                                                                                                                        3.    Install inlet protection: Wimco RD or CG models or approved equal. Inspect, clean and maintain inlet
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       protection though the course of construction.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                14260 23rd Ave N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Plymouth, MN 55447
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 4.    Soil disturbance and grading practices shall be minimized and staged as much as possible. Restoration and               Phone: 763-340-0699
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       stabilization shall be installed in accordance with the SWPPP time requirements or sooner.
                                                                                                             SF                    SF                     SF
                                                                                       SF                                                                                         SF                          SF              SF                     SF                  SF                      SF                    SF                           SF                            SF                                                                                                                                                                                                                                                                                                                                                                                                                              DRAWINGS FOR
                                                                                                                                                                                1138                                                                      1138                                                                                                                                         SF                                                                                                                                                                                                                                                                        5.    All erosion control practices shown are to be considered the minimum. Additional erosion control practices,
                                                                                                                                                                                                                                                                                  12.8%
                                                   11                                                                                                                                                                                                                        8
                                                     38                             11                                                           4:1                                                                                                                     113                                                                                                                                                                                                                                                                                                                           39
                                                                                        38       5:1
                                                                                                                                                                                   1139                                                                                                                                                                                                                                                                                                                                                                                                              11                                                                                measures and materials may be necessary to stabilize sediment within the construction site during during
                                                                                                                                                                                                              1138                                                                                                                                                                                                                                                                                                                                                                                                                 40
                                                                                                                                                                                                                                                                                                       113                                                                                                                                                                                                                                                                                                                       11                                                    construction.
                                                                                   SF 139                     39.52
                                                                                                                             >>               0.5%
                                                                                                                                                            >> EOF 39.77 >>                                                        1.3%                                       39.00                1139
                                                                                                                                                                                                                                                                                                          9
                                                                                                                                                                                                                                                                                                                                                                                                                 SF                                                                                                                                                                                                                                                                                                                                                                                      Kenyon Crossings,
                                                          11
                                                            39                       1           1140         40.02TC                                      11
                                                                                                                                                             38                                                            >>                        >>                                                                                                                 11
                                                                                                                                                                                                                                                                                                                                                                             39   113                                              (38.33)                                                                                                                                                                                                                                       6.    All grading, erosion/sedimentation control shall be in accordance with the minimum SWPPP notes on Sheet                 LLC
                                                                                                                            1140
                                                                                                                                                                                                                                  3.3
                                                                                                                                                                                                                                     %                                           >>                           >>                                                                  2.
                                                                                                                                                                                                                                                                                                                                                                                     9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       C3.3.
                                                                                     SF                                                                1139                       4.4%
                                                                                                                                                                                                                                                      1.5%
                                                                                                                                                                                                                                                                                                                                38.50                                   >>          039.32
                                                                                                                                                                                                                                                                                                                                                                                     %                  39.28
                                                                                                                                                                                                                                                                                                                                                                                                             >>                                                                                                                                                                       ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    (38.50)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      114
                                                                                                                                                                                                                                  39.95                                               39.46
                                                                                                  >>                                                                                                                              BW41.00                      11.6%
                                                                                                                                                                                                                                                                                                                                4%
                                                                                                                                                                                                                                                                                                                               3.                                                                                                                                                                                                                                                                                                                                                7.    Surface stabilization and turf shall meet the following standards:                                                      527 Professional Drive
                                     114                                                                                                                                                                                                                                       BW40.50                                                                                                                    SF                                                                                                                                                                                                                            114
                                                                                                                                                                                                                                            1138
                                                                                                                                                                                                                                                                                                                                                                           EOF
                                           0                     1140
                                                                                                                                                                                                                                  TW44.50          1137                                                                        39
                                                                                                                                                                                                                                                                                                                                  .07                                     38.89 38.99                  38.90 38.74                                                                                                                                                                                                                         2                                                                                                                                                                    Northfield, MN 55075
                                                                                                                                         3.9%
                                                                                                                                                          1140                                                                                                                  TW44.50
                                                                                                                                                                                         2.                                                                                                6:1
                                                                                                                                                                                                                                                                                                                  4:                                            1139                                                                                                                                                                                                                                                                                                                                                                                                                                           Phone: 507-301-1723
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Item                                   MnDOT Ref. Spec.
                                                                                                                                                                                                                                                                                                                     1
                                                                                     SF                                                                                                     0% 11                                                                                                                                                                                               SF     3.9%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1.4%
                                                                                                                                                                                                  3                          1145
1141                                                                                                                                                                                                      9                                                                                                                                                                                 2.6%
                                                                                                                                 1141
                                                                                                                                                                                              11
                                                                                                                                                                                                 40                                        6.6%                                                                                                                                                                                                                                                                                                                                                                                                                                             Sod                                    MnDOT 3878
                                                                                                                                                                                                                                                                                                                 TW44.50         BW
                                                                                                  >>                                                                                                                                                                                                                                  40
                                                                                                                                                                                                                                                                                                                                         .50                                        39.44             39.35                                                                                                                                                                                                                                                                                 Seed                                   MnDOT 3876                                                                           PROJECT
                                                                                                                                                                                                                                                                                                                                                                                                  / / SF                   ///
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ADDITIONAL OR
                                                                                     SF                                                                                                                                                                                                                                                                                   1140                                                 /                                                                                                                                                                                                                 REVISED LANDINGS                              For Temporary Erosion Control:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         // / /// / /// / S/F/ /
                                                                                                                                                                                                      B-01
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .87
                                           1141                                                                                          41                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      FOR ADA COMPLIANCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                (May 1 - July 31) Apply MN Mix "Oats" @ 100 lb./acre
                                                                                                                                   11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       38
                                                                                                                                                                         2.0% TW44.44                                             114                                                                                                                                            40 39.96                                                                                                                                                                                          (38.98)
                                                                                        1         1142                                                                                                                                                                                                                                                                              .45
                                                                                     114                                                                         41.91       11BW42.51                                               1                                                                                                                                                                 39.91                                                                                                                                                                                                                                                                                    (Aug. 1 - Oct. 31) Apply MN Mix "Winter Wheat" @ 100 lb./acre
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Kenyon Crossings
                                                                                                                                                                                                                                                                                                                                                                      BW
                                                                                                                                                                               41                                                                                                                                                                                        3.    4
                                                                                                                                                                                                                                              1142
                                                                                                                                                                                                                                                                                                                                                                          40
                                                                                                  >>                                                                                                                                                                                                                                                TW44.50                5% 1142
                                                                                                                                                                                                                                                                                                                                                                             .4
                                                                                                                                                                                11.4%                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          For Permanent Groundcover:
                                                                                                                                                                                                                                                                                                                                                                       BW
                                                                                    SF                                                                                                                                                                                                                                                               TW44.50                                                                                                                                                                                                                5
                                                                                                                                                                                                                                                                                                                                         45.21
                                                                                                          3.9%                    1142                                                                                                                                                                                                                                                                                                                                                                                                                                  9.0




                                                                                                                                                                                                                                                                                                                                                                                                                                         / //2.1%
                                                                                                                                                                                                                                                                                                                                                                               40.38SF                                                                                                                                                                          3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                See Sheet L2.0 Landscape Plan




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   // / / / / // / / / /SF
                                                                                                                                                                                                                                                                                                                                                                         40.43                                                                                                                                                                                                     (39.16)
                                                                                                                                                                                                                                                                                                                3.7%
                                                                                                                                                                                                                                                                                                                                           45.17                                  1142                2.0%
                                                                                                                                                                                                                                                                                                                                                                                                     114
                                                                                                                                                                                                                                                                                                                                                                                                         0




                                                                                                                                                                                                                                                                                                                                                                                                                                              // / // // / / / // / // // / / / // // //0.8%
                                                                                                                                                                                                                                          DOWNSPOUT TYP.                                                                                                                40.48 TC40.32
        1142
                                                                                                                                                                                                                                                                                                                                    1.3%        .28 T
                                                                                                                                                                                                                                                                                                                                                   BW W4
                                                                                                                                                                                                                                                                                                                                                                               39.82
                                                                                                                                                                                                                                                                                                                                                                                                                          .23                                                                                                                                                                                                                                                                                                                                                                                     Kenyon, MN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.0%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Mulch                                 MnDOT 3882
                                                                                                                                                                                                                                                                                                                                              45
                                                                                                                                                                                                                                                                                                                        45 45                        40 2.93             2.0%                                          39
                                                                                    SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Goodhue County




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        / // / / / // / / / // // // / / / / // //
                                                                                                 5:1
                                                                                                  >>                               11                                                                                                                                                                                     .30 .35                      .43
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Install MN Type 1 @ 2 ton/acre - Disc anchored
                                                                                                                                                                                                                                                                                                                                              45
                                                                                                                                      42                                                                                                                                                                                            2.4%          .20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     DESIGN AT 1.5%
                                                  11                                            1143                                                                                                                                                                                                                                                      5:1
                                                     42                                                                                                                                                                                                                                                                                                                                               %
                                                                                                                                          43                                                                                                                                                                                                                                                      5.0
                                                                                                                                      111143                             3.6%
                                                                                                                                                                                                                                                                                                                                                                                                                          39.28                                                                                                                                                                                                                                                             Erosion Control Blanket               MnDOT 3885                                                                       CERTIFICATION
                                                                                                                                                                  3.6%
                                                                                    SF                                                        44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   (39.39)
                         5' TEMPORARY CONSTRUCTION                                                                                    4.0%
                                                                                                                                          11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Install MN Type 3N (12 mo.) or Type 4N (24 mo.)                                                        I hereby certify that this plan, specification, or
                         EASEMENT, CONTRACTOR SHALL                          11                       >>                                                                          TW44.44
                                                                                                                                                                                  BW43.94                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            report was prepared by me or under my
                                                                               42                                                                                                                                                                                                                                                   2.0%
                         COORDINATE WORK WITH                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        direct supervision and that I am a duly
                         PROPERTY OWNER                                            SF                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Fertilizer                            MnDOT 3881                                                         Licensed Professional Engineer under the
                                                                                                                                                                                                                                                                                                                 4.5%                                      1144                                    1140                                                                                                                                                                                       1140                                                                                            Apply in accordance with product standards. MN                                                         laws of the State of Minnesota.
                                                                                                                                                                                                                                                                                                                                                                                                  1142
                                                                                                                                                                                                                                                                                                                                                                         2.1%                     1141                  1140

                                                                                   SF
                                                                                                      >>                                  1144
                                                                                                                                                                         2.0%                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    8.    Refer to Geotechnical Investigation completed by Chosen Valley Testing dated 05/22/2026 for grading,
                                                                                                              11                                                                       7.0                                                                                                                                                                                                                                                                                                                                                                      9.67
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    )                                                                                                  backfill, soil corrections, compaction and groundwater conditions. Contact Chosen Valley Testing during the   Tony Pohl
                                                                                                                43
                                                                                                       44.25                                                44.45
                                                                                                                                                                                             %                                                                                                                                   2.0%
                                                                                                                                                                                                                                                                                                                                                      6:1
                                                                                                                                                                                                                                                                                                                                                                                                                      39.56
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              (3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       course of construction to perform material and compaction testing.                                            MN. Lic. No. 56606
                                                                                                 1145
                                                                                                 1145
                                                                                                                                         44.46                                                                                                                                                                                                                                             114    7.1%
                                                                                   SF                                1.9%                                                                                                                                                                                                                             0                 2.0%                  2
                                                                                                      >>
                                                                                                       44.42                                                                                                                                                                                                            45.30
                                                                                                                                                                                                                                                                                                                                              4   5.2                                                                                                                                                                                                                                                                                                                            9.    Clear and grub construction area. Stockpile topsoil for reuse.                                                Date: August 21, 2026
                1143                                                                            4:1
                                                                                                                                                   2.1
                                                                                                                                                                                                                                                                                                                                                    B
                                                                                                                                         44.63
                                                                                                                                                                                                                                                                                                                                3.9%               TWW41
                                                                                                                                                       %
                                                                                                                 1.9%                                                                                                                                                                                                                                 4 .9
                                                                                                                                                                                 9
                                                                                                                                                                                                                                                                                                               45.                               .57 3.545                                                                                                                                                                                                                                                                                                                       10.   Once the curb and gutter has been installed, place silt fence or and approved equivalent at the back of the                   ISSUED FOR
                                                                                                                                                                            45 .4
                                                                                                                                                           44.89                                                                                                                                                   8
                                                                                                                                                                                                                                                                                                                           .6
                                                                                                                                                                                                                                                                                                                                              45
                                                                                                                                                                                                                              APARTMENT BUILDING                                                                    0   45
                                                                                                       44.63
                                                                                                                                                                                    .29




                                                                                                                                                                                                                                                                                                                                                                                                                                     // / /2.9%
                                                                                                                                                                                                                                                                                                                            7
                                                                                   SF
       SHOW ROW & PROP                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 curb




                                                                                                                                                                                                                                                                                                                                                                                                                                           / // // / / / // // / // / /2.0%
                                                                                                                                         44.77                                    45
                                                                                                                                                                                       45.69                                                                                                                             2.8%       1.2
       LINES
                                                                                                      >>            2.0%                          5         45.21                8.0% 2.0%                                         38 UNITS                                                                                             %
                                                                                                                                                                                                                                                                                                                                           45.54                                   41.48                          40.12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ISSUE / REVISION                        DATE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       / // // / // // / / / // / // // // / / / //3.1%
                                                                                                                                               11                                                                                                                                                                                          45                                                                                                                                                                                                                            (40.23)
                                                                                                                                                                                                                                  FFE: 1145.8                                                                                                 .57
                                                                                                        44.81                                     4
                                                                                                                                                 1.8%                                                                                                                                                                  45                                              2.0%                                                                                                                                                                                                                                                                                                                                                                                                                          Preliminary Plat &
                                                                                                                                                                                                                                                                                                                                                                .10
                                                                                                                                                                                                                                                                                                                                                           0                                      43
                                                                                                                                                      45.27                                                                                                                                                              .67                        42
                                                                                                                                          44.91                                                                                                                                                                                3.8%                                                                                                                                                                                                                                                                                                                                              Legend
                                                                                                                                                                                                                                                                                                                                                       .9
                                                                                                                                                                                                                                                                                                                                                            42
                                                                                                                                                                                    .80                                                                                                                                                                                                      11
                                                                                                                                                14                               45 9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Preliminary CDs
                                                                                                                                                                                                                                                                                                                                              TW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             07-10-2026
                                                                                                                                                                                   .6
                                                                                                                                                                                                                                                                                                                                                          BW
                                                                                                                                                                                45
                                                                                                                    2.0%
                         43                                                                                                                        5                              .37
                                                                                  SF            5:1
                                                                                                                                                                                45




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    / / / // / / / // / / / // // // / // / /
                       11                                                                                                                                                                                                                                                                                                                                                                     114




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              STATE STREET
                                                                                   1143                     44.65
                                                                                                                                                                 44.94            45
                                                                                                                                                                                                                                                   DRAINAGE FRON
                                                                                                                                                                                                                                                                                                                            0        .20
                                                                                                                                                                                                                                                                                                                                           45                                                     1
                                                                                                                                                                                                                                                                                                                                                                                                   %                                                                                                                                                                                                                                                                                                                                                        Estimated Quantity                       DLI Review Submittal                    08-17-2026
                                                                                                                                                                                                                                                                                                                                                                                             6.9                                                                                                                                                                                                                                                                                                               Proposed Contour
                                                                                                                                                                                   .54                                                                                                                                 45
                                                                                                                                              44.75
                                                                                                                                                   2.0%
                                                                                                                                                                                                                                                                                                                          .3
                                                                                                                                                                                                                                                                                                                                      TW42.90                                                                                                                                                                                                                                                                                                                                                 900
                                                                                                                     2.0%                                                                                                                          DOWNSPOUTS CANNOT                                                                   BW42.41                                                                                                                                                                                                                                                                                                 FILTER LOGS TO BE UTILIZED                                                                                                                            Preliminary Plat & CDs                  08-21-2026
                                                                                                      >>     44.50
                                                                                                                                                                                                                                                   BE DIRECTED ONTO
                                                                                                                                                                                                                                                                                                                                2.0%     5:1                                                                                                                                                                                                                                                                 11                11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 41
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ALONG EDGE OF EXISTING ROAD                           11.94     Spot Elevation - Proposed
                                                                                  SF                                                          44.60                                                                                                PUBLIC WALKS PER                                                                                                                                                                                                                                                                                                                                           41
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             X

                                                                                                             44.33                                                                                                                                 Minnesota Rules                                                                                                                                                                                                                                                                                                                                                                             AS NECESSARY FOR
                                                                                                                                                                  44.67                 45.27                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TC11.94   Spot Elevation - Proposed Top of Curb
                                                                                                                                                                                                                                                   4714.1101, Section                                                                                                                                                                                                                                                                                                                                                                          CONSTRUCTION WITHIN THE
                                                                                  (43.32)  SF
                                                                                                                                                                                                                                                                                                                                                                     1143                                                                                                                                                                                                                                                                      PUBLIC ROW
                                                                                                                                                                                                                                                   1101.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TW11.94   Spot Elevation - Proposed Top of Wall
                                                                                                      >>                                 %
                                                                                                                                                                                                                                                   NO REQ'T FOR                                                 4.5%                                 1144
                                                                                                                                                                                                                                                                                                                                                                 2.0%              42.22 2                  41.24
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                (41.35)                                                                                                      X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Spot Elevation - Proposed Bottom of Wall
                                                                                                              3.2%
                                                                                                                                                                                                                                                                                                                                                                                      11
                                                                                                                                                                                                                                                                                                                                                                                         1142
                                                                                                                                    3.2                                                                                                                                                                                                                                                  4                                                                                                                                                                                                                                                                                                           BW11.94
                                                                                                                                                                                        9.2%                                                       WESTERN
                                                                                  (43.57)                                                                            1.5%
                                                                                           SF                                                                                                                                                      DOWNSPOUNTS
                                                                                                                                                                                                                                                                                                                                         1145                                                                                                                                                                                                                                                                                                                                                        (11.94)   Spot Elevation - Existing
         114                                                     1144                                                                                                                                                                                                                                                                                                                        114
            3                                                                                   1144
                                                                                                 EO              43.84TC
                                                                                                                                                                                                                                                                                                                                                                                                  2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Rock Construction Entrance                        2 ea.
                                                                                                                 43.34                                                                                                                                                                                                         2.0%
                                                                                  (44.12)             F

                                                                                           SF
                                                                                                                       0.5%
                                                                                                                                                                                                                                                                                                                                                    6:1                                                                                                                                                                                                                                                                                                                                                        Erosion Control Blanket                           140 s.y
                1144                                                                    B-02                                                     43.45 3.9 44.09
                                                                                                                                                                                                                                                                                                                       45
                                                                                                                                                                                                                                                                                                                         .30
                                                                                                                                                                                                                                                                                                                                                                                                                 41
                                                                                                                                                                                                                                                                                                                                                                                                                            .78
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Silt Fence                                        640 l.f.
                                                                                                                                                                                                                                                                                                                                           0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      114
                                                                                                                                                                                                                                                                                                                                        45
                                                                                                                                                          %                                                                                                                                                                                                                                                                                                                                                                                                     (41.89)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SF           SF
                                                                                                             4.3%
                                                                                                                                                                                                                                                                                                                                           .2
                                                                                  (44.43)
                                                                                                   SF                                                                       2.0%       1145
                                                                                                                                                                                                                            B-04                                                                                                                                                             5.4
                                                                                                                                                                                                                                                                                                                                                                                                 %
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          2
                                                                                                                                                                                                                                                                                                                               2.8%                        43    2.0%
                                                                                                                                                                                                                                                                                                                   45 .5              45 .4
                                                                                                                                                                                                                                                                                                                                           5                 .59                                                                                                                                                                                                                                             11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              42                                                                 //////////////////////// Filter Log                                             450 l.f.
                                                                                                                                                                                                                                                                                                                                                                                  42.98
                                                                                                                                                                                                                                                                                                                                                                                              1143
                                                                                                                                                                                                                                                                                                                            5
                                                                                                          (44.49)       SF                                                                                                                                                                                                                 1.8%
                                                                                                                                               0.8%
                                                                                                                                                                                                                                                                                                               2.0%                                                                                                   42.18                                                                                                                                                                                                                                                                                    Inlet Protection                                  12 ea
                                                                                                                                                                    0.8%               11.5%                                                                                                                                                  45.32                                                                                                                                                                                                       (42.28)




                                                                                                                                                                                                                                                                                                                                                                                                                     / / / / / / // // / // //2.7%
                                                                                                                  (44.44)                                                                                                                                                                                                                                                  4
                                                                                                                                                                                                                                                                                                                                                                       43.7 43.13
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             X
                                                                                                                                                                                                                                    DOWNSPOUT TYP.                                                                                       45
                                                                                                                                                                                                                                                                                                                                           .45
                                                                                                                                                                                                                                                                                                                  45
                                                                                                                                                                                                                                                                                                                       .55
                                                                                                                                                                                                                                                                                                                               2.9%
                                                                                                                                                                                                                                                                                                                                                                      2.0%                                                                                                                                                                                                                                                                                                                           EOF       Emergency Overflow




                                                                                                                                                                                                                                                                                                                                                                                                                                                // / / / / // // // / / / // / / /
                    GUNDERSON APTS
                                                                                                                            SF
                                                                                                                                                                                                                                                                                                                       .30
                                                                                                                                                                                                                                                                                                                               2.0%
                                                                                                                                                                                                                                                                                                                                        45
                                                                                                                                                                                                                                                                                                                                                                                              43
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              >>               Storm Sewer
                                                                                                                                                 43.69           44.32                                                                                                                                            45                       .20
                                                                                                                                                                                                                                                                                                                                                                                           11
                   REMODELED 20 UNIT                                                                                             2.7%
                                                                                                                                                         4.0%                                                                                                                                                                                                                                                                                                                                                                                                                                                114                                                                                               Tip Out Curb
                                                                                                                                                                                                                                                                                                                                                                   2.0%                                                                                                                                                                                                                                           3
                 ONE-STORY WOOD FRAMED                                                                                                                                          1.1%          4.3%
                                                                                                                                                                   1.1%
                                                                                                                                                                                                                                                                                                                4.5%
                                                                                                                            SF                                                                                                                                                                                                                    8.5%                                     11
                                                                                                                                                                                                                                                                                                                                                                                               7%                                                                                                                                                                                                                                                                                                                                                                                                                SUBMITTAL INFO
                    MULTI-FAMILY BLDG                                                                                                             2.0%
                                                                                                                                                                                                                                                           .80
                                                                                                                                                                                                                                                          45
                                                                                                                                                                                                                                                                                                                                                                                             4.
                                                                                                                                                                                                                                                                                                                                                                                             44                                                                                                                                                                                                                                                                              X

                                                                                                                                                                                                                                                                                                                               0.2%
                                                                                                                                                                                                                   45.40              45.58        2.5%                                                                                                               2.0%                                  .58                                                                                                                                                                                                                                                                                                                                                                                      Review By: TP
                                                                                                                                                                                                                                                                                                                                                                                43.86
                                                                                                                                                                     44.59
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Project # : 26013
                                                                                                                                                                                                                                                                                                                                                                                                      43
                                                                                                                            SF
                                                                                                                                                                                  2.0%                                                                                                                                                                                        44.37TC
                                                                                                                                                                                                                           2.1%                                                  2.1%                           2.2
                                                                                                                                                                                                                                                                                                                    %
                                                                                                                                                                                                                                                                                                                                                             .70
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Submittal Date: 08-21-2026


                                                                                                                                                                                                                                                                                                                                                                                                       / / / / / / / / / / / / / / / / / / /.9/0/ / /
                                                                                                                                                         44.29                   114                                                                                                                                                                       44     4.3%                                                                                                                                                                      (43.49)                                                                       4                                                  X
                                                                                                                                                                                  5                                45.14              45.32                                                                                                                                                                                                                     43                                                                                                                                                       114
                                                                                                                                                                                                                                                              1145
                                                                                                                                                                                                                                                           45.25                                                               0.5%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Submittal Phase: Preliminary
                                                                                                                                                                                                                                                                                                                                                                                                  TC
                                                                                                                                                                                                                                                                                                                                                                                                     3                                                                                     .40
                                                                                                                                 SF                                                                44.84                                                                                               0.5%                                                                                          4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                44.08TC
                                                                                                                                                           44.44            44.74                                                                                                                                                                                             45.00                                                                                                                                                                                                                          11
                                                                     1.3%                                                         0.7%
                                                                                                                                                                                                                   45.01
                                                                                                                                                                                                                           2.0%
                                                                                                                                                                                                                                     45.18                                       45.42                            45.31                                                                                                                                                         43.58
                                                                                                                                                                                                                                                                                          2.0%                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Plat & CDs
                                                                                                                                                                                                                                                                                                                               .29                                                                                                                                                                                                                                                                           44
                                                                                                                                                                                                                                                                 45.19TC
                                                                                                                                                                                                                                                                                                                            45
                                                                                                                                                            44.55            44.80                                                   45.07                                                                                                      45.12TC
                                                                    44.05                                     44.18              44.30                                      1145                                   44.90
                                                                                                                                                                                                                                                                 44.69                     44.81                                                  44.62                   1145
                                                                                                                                                            44.42        44.68                   45.11             44.74             44.91                                                                                                                                                                                                                                             43.95
                                                                                                                                                                                                                                                   45.31                                                                                                                                                                                                                                  (44.14)
                              1145
                                                                      2.1%
                                                                                                                     %           44.18                               1.5%
                                                                                                                                                                                                                           3.3%
                                                                                                                                                                                                                                                                                                                                                                      44.99
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SHEET TITLE
                                                                                                                    2.0
                                                                                                                                                                                                                                                                                          1.5%   B-03
                                                                                                                                                                                                                                                                                                 1.6
                                                                                                                                                                                                                                                                         7%                                                                                            1145
                                                                                                                                                                                                                                                                                                                                  %
                                                                                                                                                                                                                                                                                                                               1.7                                 44.94

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Grading,
                                                                                                                                 44.09                ///
                                                                                                                                                                                        ////
                                                                                                                                                                                                                                                                        1.                       %
                                                                                                                                                                                                                                                                                                               1145                                                                                 ///
                                                                    43.70                                                                        ///
                                                                                                                                                    /                                              ///                               44.60
                                                                                                                                                                                                                                                                                                                                                       //                                                    /
                                                                                                                                         / // / / /
                                                                                                                                 43.99
                                                                                                                                                                                             //                                                                  44.46
                                                                 ////// / ////// / /// / //0.5%
                                                                                             / /// / // / /// / // / / / /                                                                               / / / / / ///////////////// // / / / / / / / / / / / / /// / // / /// / /// / // / /// / ////// / /// // / /44.40
                                                                                                                                                                                                                   44.36
                                                                                                                                                                                                                                                                                                                      / // / / // /// // / / / / / / /
                                                                                                                                              43.90                                                44.17

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Drainage, &
                                                                                                                                                                     0.7%                                                                    0.7% 44.32                           44.51                                                                         44.27       44.18
                                                                      7)                                                                                                                                                                                                                                                            0.6%
                                                               .67 .7                                                              (44.01)                                                                    (44.28)                                                           (44.62)                      (44.58)
                                                             43 (43                                                                                                                                                                                                                                                                                                       (44.37) (44.27)

                                                                                                        4
                                                                                                  114
                                                                                                                                          FILTER LOGS TO BE UTILIZED ALONG EDGE OF
                                                                                                                                          EXISTING ROAD AS NECESSARY FOR
                                                                                                                                                                                                                                                                                                                                                   1145
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Erosion
                                                                                  114
                                                                                                                                          CONSTRUCTION WITHIN THE PUBLIC ROW
                                                                                                                                                                                                                                                          THIRD STREET                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Control Plan
                                                                                       4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SHEET NUMBER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             20 scale
                                                                                                                                                                                                                                                                       1145

                                                                                                                                                                                                                                                                                                                                                                                                   11
                                                                                                                                                                                                                                                                                                                                                                                                     46
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        N                                                   Know what's below.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        C3.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1145
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   0             20               40        Call before you dig.               Copyright Land & Resource Consulting
                                      >                                                                                                                                                BW43.94

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           116
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DRAWINGS BY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            >>                                             General Grading & Erosion Control Notes
                                         >>                                                                                                                                                                                                                                                                                                                                                                                                                                                              >>                                1.   For surveying and construction staking, contact Land & Resource Consulting 763.340.0699.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.   Refer to Sheet C3.1 for general grading and erosion control notes.

                                         >>                                                                  1144
                                                                                                                                                                                                                                                                                                     113
                                                                                                                                                                                                                                                                                                        9                                                                                                                                                                                                                                  Legend
                                                                                                                                                                     2.0%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 14260 23rd Ave N
                                                                                                                                                                                                                                                                                                 1139                                                                                                                                                                                                                                               900              Proposed Contour                                                                           Plymouth, MN 55447
                                                            43                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Phone: 763-340-0699
                                         >>                 11                                                                                                                                 7.0                                                                                                                                                                                                                                                                                                                                                         11.94     Spot Elevation - Proposed
                                                                                                                                                                                                   %                                                                                                                                                                                           39             113                                                         (38.33)
                                      44.25                                                                                                      44.45                                                                                                                                                                                                                                       11                   9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           TC11.94   Spot Elevation - Proposed Top of Curb                                                         DRAWINGS FOR
                                                                                                    44.46                                                                                                                                                                                                                                                                                                     2.           39.32
                                                                                                                                                                                                                                                                                                                                                                                                                                       0.9%
                                                                                                                                                                                                                                                                                                                                                                                                                                                        39.28                                                                                              TW11.94   Spot Elevation - Proposed Top of Wall
                               1145
                               1145                                                                                                                                                                                                                                                                                                                                                                             0%                      1.
                                                                                                                                                                                                                                                                                                                                                                                                                                           9%
                                                                 1. 9 %                                                                                                                                                                                                                                                                        38.50
                                                                                                                                                                                                                                                                                                                                                                                                                               0.5%                  1.9%                                      (38.50)                                                               Spot Elevation - Proposed Bottom of Wall
                                         >>                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Kenyon Crossings,
                                      44.42                                                                                                                                                                                                                                                                                                                                                                                            2.0%                                                                                                                BW11.94
                                                                                                                                                                                                                                                                                                                                                                                                                           39.30                      39.20
                                                                                                                                                      2.5%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Spot Elevation - Existing
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                LLC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           (11.94)
                                                                                                                           2.1                                                                                                                                                                                                              3. 4%                                                                             5.2%                   5.0%
                                                                                                                                   %
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Tip Out Curb
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          5%
                         4:1                                                                        44.63                                                                                                                                                                                                                                                                                                                                                                3.
                                                                                                                                                                                                                                                                                                                                                                                             2.0%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       38.74
                                                             1.9%                                                                             TC45.39                               .49 3.6%                                                                                                                                                                                                            38.89            38.99         1.7%           38.90            39.24TC
                                         >>                                                                                                    44.89
                                                                                                                                                                    2.0%          45                                                                                                                                           39.07                                                                  TC39.39          TC38.99                        38.90TC                                                                                                                                                                                                   527 Professional Drive
                                      44.63                                                                                                           5.0%                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Northfield, MN 55075
                                                                                                                                                              2.8%         3.5%
                                                                                                                                                                                                                                                                                                                       4:1                                                         1139
                                                                                                    44.77                                                                                9
                                                                                                                                                                                                                                                                                      6:1                                                                                                                                                                                                                                                                                                                                                                       Phone: 507-301-1723
                                                                                                                                                                                  4   5.2       45
                                                                                                                                                                    1.5%
                                                                                                                                                                                                  .69                                                                                                                                                                                                                                                      3.9%
                                                                                                                                                TC45.21
                                                                                                                                                45.21                                 8.0%                                                                                                                                                                                                                                             2.6%                                     1.4%
                                                               2.0%                                                                                                    2.
                                                                                                                                                                         0%
                                         >>                                                                          11
                                                                                                                        45
                                                                                                                                                       0.9%
                                                                                                                                                                                       8.0%            2.0%
                                                                                                                                                                                                                                                                                                                             TW44.50            .50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DESIGN DRIVES AT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROJECT
                                                                                                                                                                                                                                                                                                                                              40                                                                                                                                                                      SIDEWALK CROSSIGNS
                                                                                                                                                                                        8.0%                                                                                                                                                BW
                                         44.81                                                                                     1.8%           TC45.27              2.0%           45     45                                                                                                                                                                                                                                                                                                                       IN ACCORDANCE WITH
                                                                                                                                                  45.27                                 .37    .69        45                                                                                                                                                                                1.0% TC39.88              TC39.44                        39.35TC
                                                                                                         44.91                                                                                              .80                                                                                                                                                                                    39.39                39.44                        39.35
                                                                                                                                                                                                                                                                                                                                                                                                                                       1.8%                            39.70TC                                        MNDOT STD PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       39.20
                                                                                                                                                                              2.7%
                                                                                                                        11
                                                                                                                                                                    2.7%
                                                                                                                           4                                                                                                                                                                                                                                                                                                                                                                                          5-297.254
                                                                                                                               5                             5.0%
                         5:1
                                         >>
                                                                    2.0%
                                                                                                                                                       TC45.44             2.0%                                                                                                                                                                                                                   1140
                                                                                                                                                                                                                                                                                                                                                                                                                              8.3%            8.3%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Kenyon Crossings
                                                                                                                                                        44.94                           45         4.5%
        1143                                 44.65
                                                                                                                                                                                             .54
                                                                                                                                                                                                                                                                                                                                                                                                                                      1.8%
                                                                                                                                                                                                                                                                         PED RAMPS W/ DOMES                                                                                                                               39.94                      39.85
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      38
                                                                                                             44.75                                                                                                                                                                                                                                                                                                                      7%
                                                                                                                                                                                                                                                                                                                                                                                                                              0.5%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        .87
                                                                                                                                                                                                                                                                                                                                                                                                                                              1.0%
                                                                                                                                                                                                                                                                         ARE NOT NEEDED FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                      1.
                                                                      2.0%
                                                                                                                                   2.0%                                                                                                                                  DRIVEWAY CROSSINGS
                                                                                                                                                                                                                                                                                                                                                                                             40                           39.96
                                                                                                                                                                                                                                                                                                                                                                                                                                      1.4%
                                                                                                                                                                                                                                                                                                                                                                                                                                                     39.89                                    (38.98)                                                                                                                                                              Kenyon, MN
                                                                                                                                                                                                                                                                                                                                                                                                                   1142
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Goodhue County
                                                                                                                                                                                                                                                                                                                                                                                               .45
                                         >>                                                                                                                                                                                                                                                                                                                                                 BW                                                       39.91
                                                  44.50
                                                                                                               44.60                                                                                                                                                                                                                                                      TW44.50                .44
                                                                                                                                                                                                                                                                                                                                                                                                                      5%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CERTIFICATION
                                                                                                                                                                                                                                                                                                                                                                                              40
                                                                                                                                                                                                                                                                                                                                                                                            BW                       3.
                                                                                                                                                                                                                                                                                                                                                                              TW44.50
                                                   44.33                                                                                                     TC45.17                                                                                                                                                                                     45.21
                                                                                                                                                             44.67                             45.27                                                                                                                                                                                                  0.5%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      .05                                                                                                                                                             I hereby certify that this plan, specification, or
                                         >>                                                                                                                                                                                                                                                                                                                                                  40.43
                                                                                                                                                                                                                                                                                                                                                                                                                      40.38                                                       39
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      report was prepared by me or under my
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              (39.16)                                                                                                                                                 direct supervision and that I am a duly
                                                                                                                                                                                                                                                                                                                  3.7%                                                                                                                                    2.0%
         (43.32)                                                                                                                                                                                                                                                                                                                                              45.17
                                                                                                                                                                                                                                                                                                                                                                                            40.48              1142  TC40.32                          1140                                                                                                                                                                                            Licensed Professional Engineer under the
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      laws of the State of Minnesota.
                                                                                                                                                                                                                                                                                                                                                        45
                                                                                                                                                                                                                                                                                                                                                             .28
                                                                                                                                                                                                                                                                                                                                                                              .93                                     39.82
                                                                                                                                                                                                                                                                                                                                               1.3%
                                                                                                                                                                                                                                                                                                                                                                              42                                                                                 39
                                                                                                                                                                                                                                                                                                                                .35                                      TW         .43                                                                            .23
                                         >>                                                              %
                                                                                                                                                                                                                                                                                                                               45
                                                                                                                                                                                                                                                                                                                                                                              BW
                                                                                                                                                                                                                                                                                                                                                                                40

                                                                                                       3.2                                                                                                                                                                                                                                                                                        2.0%
                                                     3.2%
                                                                                                                                                                                                                                                                                                                                .30                     45                                                                                                                                                    CROSS SLOPE AT 1.5%
                                                                                                                                                                                                                                                                                                                               45                            .20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              BY DESIGN                                                                                                                               Tony Pohl
                                                                                                                                                                                                     9.2%
                                                                                                                                                                                                                                                                                                                                               2.4%                                                                                                                            1.0%                                                                                                                                                                   MN. Lic. No. 56606
         (43.57)                                                                                                                                                1.5%
                                                                                                                                                                                                                                                                                                                                                                       5:1
                                         >>                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Date: August 21, 2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                    %
                                                                                                                                                                                                                                                                                                                                                                                                                                              5.0


                              1144                                                                                                                                                                                                                                                                                                                                                                                                                                     39.28                                                                                                                                                                                          ISSUED FOR
                                                        43.84TC                                                                                                                                                                                                                                                                                                                                                                                                                             (39.39)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ISSUE / REVISION                        DATE

                                EAST HANDICAP ACCESSIBLE PARKING AREA                                                                                                                                                                                                                            ENTRANCE ROAD & PED RAMPS                                                                                                                                                                                                                                                                                                                            Preliminary Plat &

                    3           1" = 10'
                                                                                                                                                                                                                                                                                           1     1" = 10'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Preliminary CDs
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DLI Review Submittal
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              07-10-2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              08-17-2026

                                                                                                                                                                                                                                                                                                                                                                                                                                                                          42.18
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Preliminary Plat & CDs                  08-21-2026
                                                                                                                                                                                                                                                                                                                      2.0%
                                                                                                                                                                                                                                                                                                                                                                      45.32                                                                                                                 (42.28)
                                                                                                                                                                                                                                                                                                                                                                                                  4
                                                                                                                                                                                                                                                                                                                                                        45                                   43.7                  43.13
                                                                                                                                                                                                                                                                                                                                .55                          .45
                                                                                                                                                                                                                                                                                                                               45

                                                                                                                                                                                                                                                                                                                                              2.9%
                                                                                                                                                                                                                                                                                                                                                                                                 2.0%
                                43.69                                     44.32

            %
         2.7
                                                                                                                                                                                                                                                                                                                                      .30              45
                                                     4.0%                                                                                                                                                                                                                                                                        45                      .20
                                                                                                                                                                                                                                                                                                                                             2.0%                                                                                        11
                                                                                                                                                                                                                                                                                                                                                                                                                                              43

                                                                                            1.1%
                                                                             1.1%                                    4.3% PED RAMPS W/ DOMES
                                                                                                                               ARE NOT NEEDED FOR
                                                                                                                                                                                                                                                                                                                                                                                              2.0%
                                      2.0%
                                                                                                                               DRIVEWAY CROSSINGS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          2.7%
                                                                                                                                                                                                                                                     .80
                                                                                                                                                                                                                                                45

                                                                                                                                                                                                                                                                                                                       4.5%
                                                                                                                                                                                                                                                                                                                                                                       8.5%
                                                                                                                                                                                                                                                                                                                                                                                                                                         1144
                                                                                                                                                                                                                                                                                                                                                                                                                                                7%
                                                                                                                                                                                                                                                                                                                                                                                                                                              4.
                                                                                                                                                        45.40
                                                                                                                                                                                                                                     2.5%
                                                                                                                                                                                                                  45.58

                                                                                    44.59
                                                                                                                                                                                                                                                                                                                                               0.2%
                                                                                                      2.0%
                                                                                                                                                                                      2.1%                                                            45.50
                                                 44.79TC                                                                                                                                                            45.47
                                                                                                             45.26
                                                 44.29                                TC45.16      114                                                                                                                      2.0%               2.0%                                                                                                                                           2.0%                                                               .58
                                                                                        44.66      5                                                                                                                                                                                                                                                                                                               43.86                                         43
                                                                                                                                                                                                                    45.38
                                                                                                      6.3%       5.2%                                   45.14                                                     45.32                               45.41
                                                                                                                                                                                                                                                                                                                                                                                                             44.37TC
        1.0%                                                                                                                                                                                                                4.5%               3.6%   45.25 1145                                                      2.2
                              2.0% 8.0%
44.90          44.82            44.72                  44.44TC                              TC44.74
                                                                                                                         44.84                          45.01TC                                           TC45.18                  1.0%
                                                                                                                                                                                                                                                                                                                        %
                                                                                                                                                                                                                                                                                                                                                                                      .70                                                                                                                                                                                                                                                                         SUBMITTAL INFO
                                                       44.44                                  44.74           2.0%                   1.9%                                                                                                              1.2%                                                                                                                        44
                                                                                                                                                       45.01                                                  45.18                                              45.31                                                                                                                                                                                                                   (43.49)
            0.7%
                        1.
                                  0.8%               2.0%
                                                                                                              1.
                                                                                                                                                                                                                                         %                                                                                                                                                   4.3%
                                                                                                    1.1%                                                                              2.0%
                          1%
                                                                                                                                                                                                                                   2.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .90
                                                                                                                 3%                                                                                                                                                                                                                                                                                                                                                            43
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Review By: TP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 43
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 TC              .40
                          0.8%             4.5%                                                               0.7%                   0.7%               44.90TC                                                                                               45.19TC
                                                            44.55TC                          TC44.80                                                                                                      TC45.07                        1.2%
                                         44.76
           44.30
                                                            44.55                        1145
                                                                                               44.80            44.83                                   44.90
                                                                                                                                                                                                                                                                                                        0.5%
                                                                                                                                                                                                                                                                                                                                             0.5%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 44.08TC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Project # : 26013
         TC44.80                                                                                                                                                                                                                                              44.69                                                                                                                                          45.00
                       8.3%       7.1%
                                                            44.92TC                          TC45.18                                                                                                                                                                                                                          45.31
                                                                                                                                                                                                                                                                                                                                                .29
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                43.58                                                                                                                                                                 Submittal Date: 08-21-2026
                                                                                                                                                       45.24TC
                                                                                                                                                                                                                                                                                                                                               45
                                                                                                                                                                                                                                                                                     2.0%
                                                                                                                                                                                                          TC45.41
        TC44.18           1.0%
                                                            44.42                              44.68
                                                                                                                           45.11                       44.74                                                44.91
                                                                                                                                                                                                                                             45.31                                                                                                                                                                                                                                                                                                                                                                                                    Submittal Phase: Preliminary
          44.18                                              2.6%                                                                                                                                                                                                                                                                                                         45.12TC
                             0%
                                         44.23
                                                                                  1.5%                2.4%
                                                                                                                                                                                                                                                                                                                                                                                                        1145
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Plat & CDs
               1.8%       2.      1.8%                                                                                                                                                  3.3%                                                                                           44.81                                                                                   44.62                                                                                            43.80
        TC44.09           1.0%
          44.09                          44.14                                                                                                                                                                                                                                                                                                                                                                                                                                  43.95
                                                                                                                                                                                                                                                                                                                                                                                             1.0%                  5.0%               2.0%               8.2%                   43.95TC                                                                                                                                                                               SHEET TITLE
                                                                                                                                                                                                                                                                                                                                                                          TC45.05               44.99                 44.66                         44.56                             (44.14)
                                                                                                                                                                                                              44.60
                                                                                                                                                                                                                                                                                                                                                                                                      1.0%                 1.0%                    0.5%
                                                                                                                                                                                                                                                                                                                                                                                                                                        8%
            43.99                                                                                                                                                                                                                                             44.46                                                                                                                                                                   1.                                   1.0%
                                                                                                                                                                                                                                                                                    1.5%
                                                                                                                                                       44.36                                                                                                                                   1.6                                                                                                  1145
                                                                                                                                                                                                                                                                                                                                             1.7                                             0.6%                  5.0%               1.5%                  7.1%
                                                                                                                                                                                                                                                                                               %
                                                                                                                                                                                                                                                                                                                                                                          TC44.97

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Enlarged
                                                                                                                                                                                                                                                                                                                                              %                                                 44.94                  44.61                       44.54                   44.00
                              43.90                                               0.7%                                                                                                                                                                                                                                                                                                                                                                                     44.00TC
                                                                                                                                    44.17                                                                                   0.7%               44.32
                                                                                                                                                                                                                                                                                                                      1145
                   (44.01)                                                                                                                                                                                                                                                                                                                                                                                                 5.5%           5.3%                          44.04
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        44.37TC


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Grading Plan
                                                                                                                                            (44.28)
                                                                                                                                                                                                                                                                                                                                                                              44.40
                                                                                                                                                                                                                                                                                                                                                                                                                                                          44.09
                                                                                                                                                                                                                                                                                                                                                                                                                                                          44.42TC
                                             DESIGN DRIVES AT                                                                                                                                                                                                                                                                                                                                    TC44.61             TC44.17   1.0%                 44.12
                                                                                                                                                                                                                                                                                                                                                      0.6%                                   44.27 44.23              44.18 44.17                   44.12TC
                                             SIDEWALK CROSSIGNS
                                             IN ACCORDANCE WITH                                                                                              NO CURB THRU THIS
                                                                                                                                                             AREA - DESIGN LIKE                                                                                                                             (44.58)                                                                                    (44.37)                 (44.27)
                                             MNDOT STD PLAN
                                             5-297.254                                                                                                       DRIVEWAY CROSSING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SHEET NUMBER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   20 scale
           4
                        SOUTH WEST PED RAMP
                        1" = 10'
                                                                                                                                                                                                                                                                                           2
                                                                                                                                                                                                                                                                                                 SOUTH PED RAMP
                                                                                                                                                                                                                                                                                                 1" = 10'                                                                                                                                                                                                                                                                     N                                                Know what's below.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         C3.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0             20            40        Call before you dig.             Copyright Land & Resource Consulting
                                                                                                                                                                                                                                                                                                                                                                                                                                                    DRAWINGS BY
Project Description and Location                                                                                                                General SWPPP Notes                                                                                                                                      Pollution Prevention
Location: Latitude: 42.272 N , Longitude: 92.994 W                                                                                               -        The SWPPP, including amendments, inspection records, and maintenance records, must be kept on site during normal working hours.                -    Building products and landscape materials that have potential to leach pollutants into stormwater are to be
                                                                                                                                                                                                                                                                                                              covered.
                                                                                                                                                 -        The contractor must amend the SWPPP as necessary to reflect any updates or modifications to BMP installation
The Project Scope Includes:                                                                                                                                                                                                                                                                              -    Provide a spill kit at each work location on site and take reasonable steps to prevent discharge of spilled or leaked
     Grading                                                                                                                                     -        Protect all storm drain inlets using appropriate BMPs during construction until they establish permanent cover on all areas with potential          materials (ie. drip pans or absorbents). Report and clean up spills immediately.
     Paving                                                                                                                                               for discharging to the inlet.
     Installation of utility services & storm sewer                                                                                                                                                                                                                                                      -    Store and dispose of all solid waste according to Minn. R. Ch. 7035.                                                               14260 23rd Ave N
                                                                                                                                                 -        The contractor must not disturb more land than can be effectively maintained and inspected. Working in phases can reduce the duration                                                                                                                                                 Plymouth, MN 55447
Land Changes:                                                                                                                                             of having exposed soil.                                                                                                                        -    Chemicals, fertilizers, and pesticides must be placed under cover to prevent discharge of pollutants.                             Phone: 763-340-0699
     Total Disturbed Area                                 1.23 ac.
     Existing Impervious                                  0.77 ac.                                                                               -        Sediment control practices can be adjusted or removed temporarily to accommodate short-term activities such as clearing or grubbing, or        -    Portable toilets are to be positioned and secured so the cannot be easily tipped. Disposed of sanitary waste in
     Proposed Impervious                                  0.87 ac.                                                                                        passage of vehicles. Immediately after completed, sediment control must be replaced. If short-term activity, has not completed, replace             accordance with Minn. R. Ch. 7041                                                                                                    DRAWINGS FOR
     Net Change in Impervious                             0.10 ac.                                                                                        sediment control by next precipitation.
                                                                                                                                                                                                                                                                                                         -    Hazardous materials and toxic waste must be properly stored in sealed containers to prevent spills, leaks or other
See Sheet C3.0 for Temporary and Permanent Erosion Prevention and Sediment Control BMPs                                                          -        Preserve topsoil in stockpiles onsite, if feasible.                                                                                                 discharge. Storage and disposal of hazardous waste or materials must be in compliance with Minn. R. Ch. 7045
                                                                                                                                                                                                                                                                                                              including secondary containment as applicable.                                                                              Kenyon Crossings,
                                                                                                                                                 -        Keep stockpiles outside of natural buffers and surface waters
SWPPP Contacts and Responsibility
                                                                                                                                                                                                                                                                                                         -    Limit external washing of trucks and other construction vehicles to a defined area of the site. Runoff must be                    LLC
                                                                                                                                                 -        Place silt fence or an equivalent sediment control device around the base of stockpiles. Stabilize stockpiles within 7 days if unused.              contained and waste properly disposed of. No engine degreasing is allowed on site.
Owner:                                                                                                                                           -        Restrict vehicle and equipment use in areas where final vegetative stabilization will occur.                                                   -    Provide effective containment for all liquid and solid wastes generated by washout operations (e.g., concrete,                    527 Professional Drive
                                                                                                                                                                                                                                                                                                              stucco, paint, form release oils, curing compounds and other construction materials) related to the construction
                                                                                                                                                 -        Erosion prevention and sediment control BMPs shall be placed as necessary to minimize erosion from disturbed surfaces and to capture                activity. Prevent liquid and solid washout wastes from contacting the ground and must design the containment so it                 Northfield, MN 55075
Contractor:                                                                                                                                               sediment on site. All erosion control measures shall be in place prior to the start of construction in the area.                                    does not result in runoff from the washout operations or areas. Properly dispose liquid and solid wastes in                       Phone: 507-301-1723
      To be determined.                                                                                                                                                                                                                                                                                       compliance with MPCA rules. Install a sign indicating the location of the washout facility. [Minn. R. 7035, Minn. R.
                                                                                                                                                 -        Refer to NPDES Construction Stormwater General Permit for Final Stabilization and termination of coverage requirements.                             7090]
SWPPP Designer:                                                                                                                                                                                                                                                                                                                                                                                                                                          PROJECT
    Jackson Keeley
    Land & Resource Consulting, Inc
    jacksonk@landandresource.com
    Certification: U Of MN, Design Of Construction                      SWPPP, Exp. May 31, 2028                                                                                                                                                                                                         Temporary Sediment Basin
SWPPP Inspector / Manager:
                                                                                                                                                BMP Installation Schedule                                                                                                                                                                                                                                                                  Kenyon Crossings
    To be determined.                                                                                                                                                                                                                                                                                        A temporary sediment basin is not required.
                                                                                                                                                See Sheet C3.0 for BMP quantities
                                                                                                                                                1.         Prior to start of construction, install perimeter control and delineate locations of areas not to be disturbed.                                                                                                                                                                         Kenyon, MN
                                                                                                                                                2.         Vehicle tracking pads should be installed to minimize tracked sediment on adjacent roads. See sheet C3.0 for location details.
                                                                                                                                                                                                                                                                                                                                                                                                                                                 Goodhue County

                                                                                                                                                3.         Strip topsoil and place it in stockpiles.
                                                                                                                                                                                                                                                                                                                                                                                                                                                    CERTIFICATION
The Owner and Contractor are co-permitees for the National Pollutant Discharge Elimination System (NPDES)
Construction Stormwater General Permit. The contractor is responsible to comply with all aspects of the NPDES                                   4.         Excavate basin to MPCA Standards.                                                                                                                                                                                                                                          I hereby certify that this plan, specification, or
Construction Stormwater General Permit until the Notice of Termination has been filed with the MPCA. The contractor                                                                                                                                                                                                                                                                                                                   report was prepared by me or under my
is primarily responsible for the implementation of the SWPPP, including, but not limited to, installation, inspection, and                      5.         Protect basin area with construction & silt fence.
maintenance of erosion prevention, sediment control, and pollution prevention BMPs. The owner is responsible for                                                                                                                                                                                                                                                                                                                                 EL
                                                                                                                                                                                                                                                                                                                                                                                                                                      direct supervision and that I am a duly

                                                                                                                                                                                                                                                                                                                                                                                                                                          CO N IM
                                                                                                                                                                                                                                                                                                                                                                                                                                      Licensed Professional Engineer under the
long-term operation and maintenance of permanent stormwater treatment systems.                                                                  6.         Placement of riprap shall be started within 24 hours of placement of the culvert and done in one continuous operation.                                                                                                                                                     laws of the State of Minnesota.
                                                                                                                                                7.         Stabilize the normal wetted perimeter of the last 200 linear feet of temporary or permanent drainage ditches or swales that drain water                                                                                                                                          NS OT IN
                                                                                                                                                           from the site within 24 hour after connecting to a surface water or property edge
                                                                                                                                                                                                                                                                                                                                                                                                                                              TR FO AR
                                                                                                                                                8.         Once construction activity ceases for 7 days or more, in an area, that area will be stabilized with temp. or permanent BMPs.
                                                                                                                                                                                                                                                                                                                                                                                                                                      PR
                                                                                                                                                                                                                                                                                                                                                                                                                                      Tony Pohl UC R Y
Soil Information
                                                                                                                                                9.         Complete all construction activity and remove temporary BMPs.                                                                                                                                                                                                                          TI
                                                                                                                                                                                                                                                                                                                                                                                                                                      MN. Lic. No. 56606
                                                                                                                                                                                                                                                                                                                                                                                                                                                     ON
Refer to Geotechnical report prepared by Chosen Valley Testing, Inc
                                                                                                                                                                                                                                                                                                                                                                                                                                      Date: August 21, 2026


                                                                                                                                                                                                                                                                                                                                                                                                                                                      ISSUED FOR

Special & Impaired Waters                                                                                                                       Site Inspection and Maintenance                                                                                                                                                                                                                                                       ISSUE / REVISION                        DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                      Preliminary Plat &
                                                                                                                                                 A trained individual must inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours                                                                                                                                     Preliminary CDs                         07-10-2026
                                                                                                                                                 after a rainfall event greater than 0.5-inches in 24 hours.
                                                                                                                                                                                                                                                                                                                                                                                                                                      DLI Review Submittal                    08-17-2026
                                                                                                                                                      -    Inspect all sediment control and erosion prevention BMPs and Pollution Prevention Management Measures.                                                                                                                                                                     Preliminary Plat & CDs                  08-21-2026

                                                                                                                                                      -    Inspect surface waters and properties adjacent to the site for erosion and sediment deposition.
                                                                                                                                                      -    Inspect vehicle construction exits for excess sediment buildup.
                                                                                                                                                 Record all inspections and maintenance activities within 24 hours of being conducted and these records must be retained with the SWPPP.
                                                                                                                                                 These records must include:
                                                                                                                                                 a.        date and time of inspections; and
                                                                                                                                                 b.        name of persons conducting inspections; and
                                                                                                                                                 c.        accurate findings of inspections, including the specific location where corrective actions are needed; and
                                                                                                                                                 d.        corrective actions taken (including dates, times, and party completing maintenance activities); and
                                                                                                                                                 e.        date of all rainfall events greater than 1/2 inches in 24 hours, and the amount of rainfall for each event. Permittees must obtain rainfall
                                                                                                                                                           amounts by either a properly maintained rain gauge installed onsite, a weather station that is within one (1) mile of your location, or a
                                                                                                                                                           weather reporting system that provides site specific rainfall data from radar summaries; and
                                                                                                                                                 f.        if permittees observe a discharge during the inspection, they must record and should photograph and describe the location of the
                                                                                                                                                           discharge (i.e., color, odor, settled or suspended solids, oil sheen, and other obvious indicators of pollutants); and any amendments to
                                                                                                                                                           the SWPPP proposed as a result of the inspection must be documented within seven (7) calendar days.


                                                                                                                                                                                                                                                                                                                                                                                                                                                  SUBMITTAL INFO
                                                                                                                                                 Maintain all BMP's until final stabilization has occurred and Notice of Termination has been submitted to MPCA
                                                                                                                                                 Repair, replace, or supplement all nonfunctional BMPs by the end of next business day unless noted differently below.                                                                                                                                                                Review By: TP
                                                                                                                                                      -    Remove tracked sediment from paved surfaces both on and adjacent to the site within 24 hours of discovery.
                                                                                                                                                                                                                                                                                                                                                                                                                                      Project # : 26013
                                                                                                                                                                                                                                                                                                                                                                                                                                      Submittal Date: 08-21-2026
The North Fork Zumbro River is considered an impaired stream and is within 1 mile of the site. These impairments include construction-related         -    Surface waters with evidence of sediment deposition must be stabilized and sediment removed within seven calendar days of discovery,                                                                                                                                       Submittal Phase: Preliminary
parameters and require the additional best management practices (BMPs) found in items 23.9 and 23.10 of the Construction Stormwater Permit                 or as stated by the NPDES Construction Stormwater General Permit.
                                                                                                                                                                                                                                                                                                                                                                                                                                      Plat & CDs
                                                                                                                                                      -    Repair, replace, or supplement perimeter control and inlet protection if nonfunctional or if sediment reaches 21 the height of the device.
                                                                                                                                                                                                                                                                                                                                                                                                                                                      SHEET TITLE
Environmental Review

There are no stormwater mitigation measures proposed to be part of the final project in
any environmental review document, endangered species review, archeological or other required
local, state or federal review conducted for the project.
                                                                                                                                                                                                                                                                                                                                                                                                                                        SWPPP Notes

                                                                                                                                                                                                                                                                                                                                                                                                                                                   SHEET NUMBER


                                                                                                                                                                                                                                                                                                                                                                                                                                                         C3.3
                                                                                                                                                                                                                                                                                                                                                                                                                                                Copyright Land & Resource Consulting

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           117
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               118
                                                                                                                                                                                                                                                                                                                                    >>                                        STORM MANHOLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Utility Notes                                                                                                                             DRAWINGS BY
                                                                                                                                                                                                                                                                                                                                                                              RIM=1138.71
                                                                                                                                                                                                                                                                                                                                                                              W INV=1132.55                                                                                   1.    For surveying and construction staking, contact Land & Resource Consulting 763.340.0699.
                                                                                                                                                                                                                                                                                                                                                                              E INV=1132.69
                                                                                                                                                                                                               GUNDERSON BLVD.                                                                                                                                                S INV=1132.76

                                                                                                                                                                                                                                                                                                                                   24" RCP
                                                                                                                                                                                                                                                                                                                                                                                                                                     CATCH BASIN
                                                                                                                                                                                                                                                                                                                                       >>                                                                                            RIM=1138.49                              2.    Erosion control measures shall be installed prior to the start of construction.
                                                                                                                                                                                                               (SECOND STREET)                                                                                                                                                                                                       SW INV=1135.34
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              3.    Obtain all necessary permits prior to the start of construction.
    >       >           >                  >              >                  >              >             >
                                       8" CLAY                                                                                                            >                             >                                                                                                                                                                                                                                            CATCH BASIN                                                                                                                                                                     14260 23rd Ave N
                                                                                                                                                   8" CLAY W/ PVC SLEAVE                                                                                                                                                                                                                                                             RIM=1138.39                              4.    Contact all utility service providers a minimum of 72 hours prior to the start of construction.
                                                                                                                                                                                                                                                                                                                                           >>                                                                                                                                                                                                                                                                       Plymouth, MN 55447
                                                                                                                             >                                                                                                                                                                                                                                                                                                       NE INV=1135.09
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Phone: 763-340-0699
                                                                                                                                                                                                                                                                                                                                                                                  >>
                                                                                                                              >
                                                                                                                                                                                                                                                                                                                                                                                                                                     W INV=1135.09
                                                                                                                                                                                                                                                                                                                  STMH 1                                               >> CP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              5.    Pipe Materials
                                                                                                                                                                                       CONNECT TO EX. 6" VCP SAN. S.                                                        CBMH 2                           RIM=1138.60                               >>            12" R
                                                                                                                                                             6" C                      FIELD VERIFY LOCATION, SIZE, & INVERT OF                                        RIM=1138.30                      I=1134.00 (15") W                                                                                                                                                                                                                                                                                              DRAWINGS FOR
                                                                         SANITARY MANHOLE                                                           >
                                                                                                                                                                                                                                                                                                         I=1133.40 (24") S                                                                                                                                                               Storm Sewer:           High-Density Polyethylene Pipe (HDPE) (AASHTO M294 Type S)
                                                                                                                                                                                                                                                                   I=1134.21 (15") W
                                                                                                                                          4" PVC
                                                                                RIM=1136.96                                 >                                               LA Y       EXISTING SANITARY STUB PRIOR TO CONSTRUCTION
                                                                                                                                                               S                                                                                                  IO=1134.21 (15") E                   IO=1133.40 (24") N                                                                                       STORM MANHOLE
                                                                               E INV=1129.35                                                                                           REMOVE EX STUB AS NECESSARY FOR SSMH 1 INSTALL                                                                                                                                                                           RIM=1138.31
                                                                               W INV=1129.35                                                       >>                                  >>                                                                                                                                                  >>                                                                   S INV=1133.35                                                                                                                                                                                 Kenyon Crossings,
                                                                               S INV=1130.73                                                                                                          >>143 LF 15" >S>TM @ 0.50%                                                                                                                                                                                N INV=1133.01                                                            Sanitary Sewer:        PVC SCH. 40, ASTM D1785
                                                                                                                                                                                                                                >>                                                                                                                                                                                                                                                                                                                                                                                  LLC
                    NEED TO DISCONNECT                                        SE INV=1129.64
                                                                                                                                                             >
                    THIS IF NO LONGER IN                                                                                                                                                                                                                     >>             >>
                                                                                                                                                                                                                                                                                                                                                                                                                E INV=1134.16
                    USE.                                                      CBMH 3                                                                                                                                                                                                                    >>                 >>                  ST
                                                                                                                                                                                                                                                                                                                                                                                                                SW INV=1134.51
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Watermain:             AWWA C900 PVC, DR18
                                                                          RIM=1139.32                                                                                                                                                                                                                   42 LF 15" STM @ 0.50%
                    IF YOU DONT KNOW IF
                                                                      I=1135.13 (12") S                       >>                                            >                                                                                                                                                                               >>                                                                                                                                                                                                                                                                      527 Professional Drive
                    ITS IN USE, YOU'LL
                                                                    IO=1134.93 (15") E                                                                                                                                                                                                                                                                                                                                                                                        6.    Contractor shall field verify horizontal and vertical location of all utilities prior to the start of construction.              Northfield, MN 55075
                                                                                                                                                                                                                                                                                                                       ONE-WAY
                    NEED TO FIND OUT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Phone: 507-301-1723
                                                                                                                                                                                                                                                                                                                                                                                                                CATCH BASIN
                                                                               SSMH 1                                                                                                                                                                                                                                                                                                                                                                                         7.    Contractor shall investigate, excavate and expose existing utilities at crossings and potential conflicts prior
                                                                                                                                                                                                                                                                                                                       EXIT ONLY
                                                                                                                                                                                                                                                                                                                                                                                                                RIM=1137.97
                                                                            R=1139.12
                                                                                                              >>                                           >                                                                                                                                                                                >>                                                                  NE INV=1134.77                                                      to the start of utility installation. Report inconsistencies to the engineer and owner immediately.
                                                                       I=1132.70 (6") S                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROJECT
                                                                                                                                                                                                                                                                                                                                           24" RCP
                                                                                                                                                                                                                                                                                                                                                                                                                W INV (8"
                                                                    IO=1130.26 (6") NW
                                                                                                                                                                                                                                                                                                                                                                                                                POLY)=1135.47
                                                                       (FIELD VERIFY)                                                                                                                                                                                                                                                                                                                                                                                         8.    Pipe lengths on the plans are measures from center of structure to center of structure.
                                                                                  UTIL XING                                                                                                                                                                                                                                                                                                        CONNECT TO EX. 24" RCP STM. S.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Kenyon Crossings
                                                                                                                                                          >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              9.    Tracer wire shall be installed for all non-conductive underground utilities in accordance with City of Kenyon




                                                                                                                                                    146 LF 6" SAN @ 2.00%
                                                                             BTM STM=1134.7                   >>
                                                                             TOP SAN=1132.9
                                                                                                                                                                                                                                                                                                                                             >>                                                    FIELD VERIFY LOCATION, SIZE, & INVERT OF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Standards.
                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING STORM PIPE PRIOR TO CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                   INSTALL DOGHOUSE MANHOLE FOR CONNECTION
                                                                                                                                                          >                                                                                                                                                                                                                                                                                                                   10.   Refer to lighting plan to coordinate electric conduit installation and potential conflicts.                                        Kenyon, MN
                                                                                                              >>                                                                                                                                                                                                                             >>                                                              STORM MANHOLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Goodhue County
                                                                                                                                                                                                                                                                                                                                                                                                             RIM=1140.03
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              11.   Compaction and backfill shall be in accordance with the geotechnical investigation and the City of Kenyon
                                                                                                                                                                                                                                                                                                                                                                                                             S INV=1135.35                                                          construction and design practices.
                                                                                                                                                         >                                                                                                                                                                                                                                                   SE INV=1135.15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CERTIFICATION




                                                                                                                 205 LF 12" STM @ 1.90%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              12.   Testing frequency shall be in accordance with the geotechnical engineer and City of Kenyon Standards.                 I hereby certify that this plan, specification, or
                                                                                                              >>                                                                                                                                                                                                                             >>                                                                                                                                                                                                                                                           report was prepared by me or under my
                                                                                                                                                        >                                                                                                                                                                                                                                                                                                                     13.   Proposed driveway culverts shall be individually approved by the City of Kenyon on a case-by-case basis.                   PR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          direct supervision and that I am a duly
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Licensed Professional Engineer under the
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          laws of the State of Minnesota.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CO N IM
                                                                                                              >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              14.   Watermain is to have minimum cover of 7.5 feet
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            NS OT IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TR FO AR
                                                                                                                                                                                                                                                                                                                                              >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                UC R Y
                                                                                                                                                       >
                                                                                                                                                                                                                                                                                                                                                                                                             STORM MANHOLE                                                                                                                                                                                Tony Pohl
                                                                                                                                                                                                                   SSMH 2
                                                                                                                                                                                                                   R=1144.78
                                                                                                                                                                                                                                                                                                                                                                                                             RIM=1140.11
                                                                                                                                                                                                                                                                                                                                                                                                             N INV=1133.44                                                                                                                                                                                        TI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          MN. Lic. No. 56606

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ON
                                                                                                                                                                                                                   I=1135.62 (6") E                                                                                                                                                                          S INV=1133.70
                                                                                                              >>                                       >                                                                                                                                                                                                                                                     SE INV=1133.46                                                                                                                                                                               Date: August 21, 2026
                                                                                                                                                                                                                   IO=1135.62 (6") N                                                                                                                                                                                                                                          Legend
                                                                                                                                                                                                                   6" SANITARY CLEANOUT                                                                                                                 >>                                                   NW INV=1134.76
                                                                                                                                                                                                                   R=1145.82                                                                                                                                                                                                                                                                                                                                                                                              ISSUED FOR
                                                                                                                                                                    S                       >                      I=1136.18
                                                                                                                                                                                                                                                                                                                                              >>                                                                                                                                            >>              Sanitary
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ISSUE / REVISION                        DATE
                                                                                                              >>                                                                                                   6" SAN STUB                                                                                                                                                                                                                                                               >              Storm
                                                                                                                                                                                                                   IO=1136.24 (6") W
                                                                                                                                                                                                                                                                                                                                                                             >>                             OHE                OHE               OHE              OHE                                                                                                                                     Preliminary Plat &
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     l            l         Water                                                                                         Preliminary CDs                         07-10-2026
                                                                                                                                                                                                                   31 LF 6" SAN @ 2.00%




                                                                                                                                                                                                                                                                                                                                                        STATE STREET
                                                                                                                                                                                                                                                                                                                                              >>                                                            CATCH BASIN                                                                                     Catch Basin                                                                                   DLI Review Submittal                    08-17-2026
                                                                                                                                                                                                                                                                                                                                                                                                            RIM=1139.81                                                                                                                                                                                   Preliminary Plat & CDs                  08-21-2026
                                                                                                              >>                                                                                                                                                                                                                                                                                            E INV (4" POLY)=1136.81                                     OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          E                  ST             Storm Manhole
                                                                                                                                                                                                                                                                                                                                                                                                            SUMP=1133.41                                      X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Sanitary Manhole
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    E
                                                                                                                                                                                                                                                                                                                                               >>                                                                                                                 OH                                        Gate Valve
                                                                                                              >>                                                                                                                                                                                                                                                                                                                                      E
                                                                                                                                                                                                                                                                                                                                                                                                                                                              X
                                                                                                                                                                                                                            SHOW NEW ROW                                                                                                                                                                                                           OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Storm Sewer Schedule
                                                                                          CB 4
                                                                                  RIM=1143.14                                                                                                                                                                                                                                                  >>                                                                                        E                                     STRUCTURE NUMBER                 DIAMETER         CASTING                DETAIL          NOTES
                                                                             IO=1139.02 (12") N                                                                                                                                                                                                                                                                                                                                       OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               STMH 1                            48"             R-1642                 C7.40/3         Doghouse MH
                                                                                                                                                                                                                                                                                                                                                                                                                       E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CBMH 2                             48"            R-3067-VB              C7.40/3
                                                                                                                                                                                                                                                                                                                                                                                                                     OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                              X                CBMH 3                             48"            R-3067-V               C7.40/3
                                                                                                                                                                                                                                                                                                                                                >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CB 4                               2'x3'          R-3067-V               C7.40/4
                                                                                                                                                                                                                                                                                                                                                                                                        E
                                                                                                                                                                                                                                                                                                                                                                                                   OH


                                                                                                                                                                                                                                                                                                                                                                                                                                                              X
                                                                                                                                                                                                                                                                                                                                                                                                            STORM
                                                                                                                                                                                                                                                                                                                                                >>                                                          MANHOLE
                                                                                                                                                                                                                                                                                                                                                                                                            RIM=1144.62

                                                                                                                                                                                                                                                                                                                                                     24" RCP
                                                                                                                                                                                                                                                                                                                                                                                                            S INV=1137.54
                                                                                                                                                                                                                                                                                                                                                                                                            SE INV=1138.00
                                                                                                                                                                                                                                                                                                                                                                                                            E INV=1138.99
                                                    CATCH BASIN                                                                                                                                                                                                                                                                                 >>                                                          W INV=1138.16                                                                                                                                                                                             SUBMITTAL INFO
                                                     RIM=1143.72                                                                                                                                                                                                                                                                                                                                            W INV=1135.07                                     X

                                                    E INV=1139.62                                                                                                                                                                                                                                                                                                                                           N INV=1134.72
                                                    S INV=1139.62                                                                                                                                                                                  53' LF OF                                                                                                                                                                                                                                                                                                                                              Review By: TP
                                                                                                                                                                                                                                                   6" WATER SERVICE
                                                                                                                                                                                                                                 l                 (MAINTAIN 7.5' MIN. COVER)                                                                                                                           CATCH BASIN                                                                                                                                                                                       Project # : 26013
                                                                                                                                                                                                                                                                                                                                                 >>                                                     RIM=1143.86                                           X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Submittal Date: 08-21-2026
                                                                                                                                                                                                                                                                                                                                                                                                        W INV=1139.86
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Submittal Phase: Preliminary
                                                                                                                                                                                                                                 l                                                                                                                                                                                                                                                                                                                                                                        Plat & CDs
                                                                                                                                                                                                                                                                                                                                                 >>
                                                                                                                                                                                         ONE-WAY                                                                                                                                                                                                                                                                                                                                                                                                                          SHEET TITLE
                                           FO
                                                          FO            FO             FO            FO         FO                                  FO                           FO
                                                                                                                                                                                        ENTRANCE
                                                                                                                                                                                               FO             FO
                                                                                                                                                                                                                                 l
                                                                                                                                                                                          ONLY
                                                                                                                                                                                                                            FO       FO                                                                       FO
                                                                                                                                                                                                                                              FO

                                                                                                                                                                                                                                                                                                                                                                             >>
                                                                                                                                                                                                                                                                                          FO

                                                                                                >>                         >>                                               >>                  >>            15">>              >>                >>             >>                 >>                >>                 >>
                                                                                                                                                                                                                                                        FO             FO


                                                                                                                                                                                                                  RCP                                                                                                                                                  18" RCP
l       l       l            l
                                 FO

                                                l                   l              l            l                                           l                                l              l         l             l            l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Utility Plan
                                                                                                                                                                                                                                              l              l         l              l            l               l                   l                       l                  l        l            l             l                l            l             l     l
                                                                                                                                                                                                                                                                                                                                                          >>
                                                                                                                                                                                                                                                                                                                                       >>
    >       >            >
                                  FO
                                           >                            >        >>    >             >                              >                                       >               >             >             >                 >         >             >              >             >               >                   >                                              >        >                >
                                                                                                                                                                                                                                                                                                                                                                                                                8"
                                                                                                                                                                                                                                                                                                                                                                                                                           >
                                                                                                                                                                                             CONNECT TO EX. 8" WM
                                                                                                                                                                                                                            8"                                                                                                                                                                                                               >            >
                                      FO
                                                                                                                                                                                      INSTALL 8"X6" TAPPING SLEEVE
                                                                                                                                                                                         WITH 6" GATE VALVE IN BOX
                                                                                                                                                                                                                                              THIRD STREET                                                                                                                   >>   15
                                                                                                                                                                                                                                                                                                                               >>                                                 "R                                                                                                                                                                                                                                   SHEET NUMBER
                                                                                                                                                                                                                                                                                                                                                                                      CP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             20 scale
                                                                                                                                                                                                                                                                                                                                                                                  >>
                                                                                                                                                                                                                                                                                                                                                                   24" RCP                                                                                                                                                                                                                                                   C4.1
                                                                                                                                                                                                                                              UTIL XING

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    N
                                      FO
                                                                                                              CATCH BASIN                                                                                                                     BTM STM=1139.09                                                                                                         >>                       CATCH BASIN                                        STORM MANHOLE
                                                                                                              RIM=1143.74                                                                                                                     TOP WM=1136.99                                                                                                                                   RIM=1144.17                                        RIM=1145.14                                                                                                                  Know what's below.
                                      FO
                                                                                                              N INV=1139.94                                                                                                                   (FIELD VERIFY)
                                                                                                                                                                                                                                              (18" MIN. VERTICAL CLEARANCE & INSULATE
                                                                                                                                                                                                                                                                                                                                                                                               S INV=1139.82                                      SE INV=1138.44                                                                0                 20                40         Call before you dig.                 Copyright Land & Resource Consulting
                                                                                                                                                                                                                                                                                                                                                                                               NW INV=1138.67                                     NW INV=1138.37
                                                                                                                                                                                                                                              AT CROSSING PER DETAIL C7.40/2)                      CATCH BASIN
                                                                                                                                                                                                                                                                                                                                                                                      >>                                                          S INV=1138.50
                                                                                                                                                                                                                                                                                                    RIM=1145.15
                                                                                                                                                                                                                                                                  119
                                                                                                                                                                                                                           DRAWINGS BY




                                                                                                                                                                                                                        14260 23rd Ave N
                                                                                                                                                                                                                       Plymouth, MN 55447
                                                                                                                                                                                                                       Phone: 763-340-0699


                                                                                                                                                                                                                          DRAWINGS FOR



                            2" (SPWEA240B) WEARING COURSE                                                                                                                                                        Kenyon Crossings,
                            (MnDOT2360)
                                                                                                                                                                                                                       LLC
                            BITUMINOUS TACK COAT (MnDOT2357)

                            2" (SPNWB230B) NON-WEARING                                                                                                                                                                 527 Professional Drive
                            COURSE (MnDOT 2360)                                   6.0"         6" CONCRETE                                                                                                              Northfield, MN 55075
                                                                                               WALK (MnDOT 2521)                                                                                                       Phone: 507-301-1723
                            8" CLASS 5 AGGREGATE BASE (MnDOT 3138)
                                                                                  6.0"         6" CLASS 5 AGGREGATE
                                                                                               BASE (MnDOT 3138)                                                                                                                PROJECT

                                                                                               COMPACTED SUBGRADE
                            12" COMPACTED SUBGRADE (MnDOT 2112)                                (MnDOT 2112)
                                                                                                                                                                                                                  Kenyon Crossings

                                                                                                                                                                                                                          Kenyon, MN
                                                                                                                                                                                                                        Goodhue County
                          WHEN PATCHING EXISTING STREET PAVEMENT,
                        SECTION MUST BE MATCHED IF DEVIATES FROM PLAN
                                          SECTION                                                                                                                                                                          CERTIFICATION
                                                                                                                                                                                                             I hereby certify that this plan, specification, or
                                                                                                                                                                                                             report was prepared by me or under my

                                                                                                                                                                                                                        EL
                                                                                                                                                                                                             direct supervision and that I am a duly

                                                                                                                                                                                                                 CO N IM
                                                                                                                                                                                                             Licensed Professional Engineer under the
                                                                                                                                                                                                             laws of the State of Minnesota.
                                                                                                                                                                                                                   NS OT IN
                                                                                                                                                                                                                     TR FO AR
                                                                                                                                                                                                             PR
                                                                                                                                                                                                             Tony Pohl UC R Y
                                                                                                                                                                                                                         TI
                                                                                                                                                                                                             MN. Lic. No. 56606
                                                                                                                                                                                                                            ON
    BITUMINOUS PAVING SECTION                                               SIDEWALK SECTION                              SURMOUNTABLE CURB AND GUTTER AT CATCH BASIN       CONCRETE CURB AND GUTTER         Date: August 21, 2026
6   NO SCALE
                                                                        5   NO SCALE
                                                                                                                      3   NO SCALE
                                                                                                                                                                        1   NO SCALE
                                                                                                                                                                                                                             ISSUED FOR
                                                                                                                                                                                                             ISSUE / REVISION                        DATE
                                                                                                                                                                                                             Preliminary Plat &
                                                                                                                                                                                                             Preliminary CDs                         07-10-2026
                                                                                                                                                                                                             DLI Review Submittal                    08-17-2026
                                                                                                                                                                                                             Preliminary Plat & CDs                  08-21-2026




                                                                                                                                                                                                                         SUBMITTAL INFO

                                                                                                                                                                                                             Review By: TP
                                                                                                                                                                                                             Project # : 26013
                                                                                                                                                                                                             Submittal Date: 08-21-2026
                                                                                                                                                                                                             Submittal Phase: Preliminary
                                                                                                                                                                                                             Plat & CDs

                                                                                                                                                                                                                             SHEET TITLE




                                                                                                                                                                                                                  Civil Details

                                                                                                                                                                                                                          SHEET NUMBER



8
    ACCESSIBLE PARKING FOR PARKING LOTS
                                                                                                                      4
                                                                                                                          TRAFFIC SIGN
                                                                                                                                                                        2
                                                                                                                                                                            TYPICAL CONCRETE VALLEY GUTTER                    C7.20
    NO SCALE                                                                                                              NO SCALE                                          NO SCALE                                   Copyright Land & Resource Consulting
                                                     120
              DRAWINGS BY




           14260 23rd Ave N
          Plymouth, MN 55447
          Phone: 763-340-0699


             DRAWINGS FOR



    Kenyon Crossings,
          LLC

          527 Professional Drive
           Northfield, MN 55075
          Phone: 507-301-1723


                   PROJECT



     Kenyon Crossings

             Kenyon, MN
           Goodhue County

              CERTIFICATION
I hereby certify that this plan, specification, or
report was prepared by me or under my

           EL
direct supervision and that I am a duly

    CO N IM
Licensed Professional Engineer under the
laws of the State of Minnesota.
      NS OT IN
        TR FO AR
PR
Tony Pohl UC R Y
            TI
MN. Lic. No. 56606
               ON
Date: August 21, 2026


                ISSUED FOR
ISSUE / REVISION                        DATE
Preliminary Plat &
Preliminary CDs                         07-10-2026
DLI Review Submittal                    08-17-2026
Preliminary Plat & CDs                  08-21-2026




            SUBMITTAL INFO

Review By: TP
Project # : 26013
Submittal Date: 08-21-2026
Submittal Phase: Preliminary
Plat & CDs

                SHEET TITLE




     Civil Details

             SHEET NUMBER


                 C7.21
          Copyright Land & Resource Consulting
                                                     121
              DRAWINGS BY




           14260 23rd Ave N
          Plymouth, MN 55447
          Phone: 763-340-0699


             DRAWINGS FOR



    Kenyon Crossings,
          LLC

          527 Professional Drive
           Northfield, MN 55075
          Phone: 507-301-1723


                   PROJECT



     Kenyon Crossings

             Kenyon, MN
           Goodhue County

              CERTIFICATION
I hereby certify that this plan, specification, or
report was prepared by me or under my

           EL
direct supervision and that I am a duly

    CO N IM
Licensed Professional Engineer under the
laws of the State of Minnesota.
      NS OT IN
        TR FO AR
PR
Tony Pohl UC R Y
            TI
MN. Lic. No. 56606
               ON
Date: August 21, 2026


                ISSUED FOR
ISSUE / REVISION                        DATE
Preliminary Plat &
Preliminary CDs                         07-10-2026
DLI Review Submittal                    08-17-2026
Preliminary Plat & CDs                  08-21-2026




            SUBMITTAL INFO

Review By: TP
Project # : 26013
Submittal Date: 08-21-2026
Submittal Phase: Preliminary
Plat & CDs

                SHEET TITLE




     Civil Details

             SHEET NUMBER


                 C7.22
          Copyright Land & Resource Consulting
                                                     122
              DRAWINGS BY




           14260 23rd Ave N
          Plymouth, MN 55447
          Phone: 763-340-0699


             DRAWINGS FOR



    Kenyon Crossings,
          LLC

          527 Professional Drive
           Northfield, MN 55075
          Phone: 507-301-1723


                   PROJECT



     Kenyon Crossings

             Kenyon, MN
           Goodhue County

              CERTIFICATION
I hereby certify that this plan, specification, or
report was prepared by me or under my

           EL
direct supervision and that I am a duly

    CO N IM
Licensed Professional Engineer under the
laws of the State of Minnesota.
      NS OT IN
        TR FO AR
PR
Tony Pohl UC R Y
            TI
MN. Lic. No. 56606
               ON
Date: August 21, 2026


                ISSUED FOR
ISSUE / REVISION                        DATE
Preliminary Plat &
Preliminary CDs                         07-10-2026
DLI Review Submittal                    08-17-2026
Preliminary Plat & CDs                  08-21-2026




            SUBMITTAL INFO

Review By: TP
Project # : 26013
Submittal Date: 08-21-2026
Submittal Phase: Preliminary
Plat & CDs

                SHEET TITLE




     Civil Details

             SHEET NUMBER


                 C7.23
          Copyright Land & Resource Consulting
                                                     123
              DRAWINGS BY




           14260 23rd Ave N
          Plymouth, MN 55447
          Phone: 763-340-0699


             DRAWINGS FOR



    Kenyon Crossings,
          LLC

          527 Professional Drive
           Northfield, MN 55075
          Phone: 507-301-1723


                   PROJECT



     Kenyon Crossings

             Kenyon, MN
           Goodhue County

              CERTIFICATION
I hereby certify that this plan, specification, or
report was prepared by me or under my

           EL
direct supervision and that I am a duly

    CO N IM
Licensed Professional Engineer under the
laws of the State of Minnesota.
      NS OT IN
        TR FO AR
PR
Tony Pohl UC R Y
            TI
MN. Lic. No. 56606
               ON
Date: August 21, 2026


                ISSUED FOR
ISSUE / REVISION                        DATE
Preliminary Plat &
Preliminary CDs                         07-10-2026
DLI Review Submittal                    08-17-2026
Preliminary Plat & CDs                  08-21-2026




            SUBMITTAL INFO

Review By: TP
Project # : 26013
Submittal Date: 08-21-2026
Submittal Phase: Preliminary
Plat & CDs

                SHEET TITLE




     Civil Details

             SHEET NUMBER


                 C7.24
          Copyright Land & Resource Consulting
                                                     124
              DRAWINGS BY




           14260 23rd Ave N
          Plymouth, MN 55447
          Phone: 763-340-0699


             DRAWINGS FOR



    Kenyon Crossings,
          LLC

          527 Professional Drive
           Northfield, MN 55075
          Phone: 507-301-1723


                   PROJECT



     Kenyon Crossings

             Kenyon, MN
           Goodhue County

              CERTIFICATION
I hereby certify that this plan, specification, or
report was prepared by me or under my

           EL
direct supervision and that I am a duly

    CO N IM
Licensed Professional Engineer under the
laws of the State of Minnesota.
      NS OT IN
        TR FO AR
PR
Tony Pohl UC R Y
            TI
MN. Lic. No. 56606
               ON
Date: August 21, 2026


                ISSUED FOR
ISSUE / REVISION                        DATE
Preliminary Plat &
Preliminary CDs                         07-10-2026
DLI Review Submittal                    08-17-2026
Preliminary Plat & CDs                  08-21-2026




            SUBMITTAL INFO

Review By: TP
Project # : 26013
Submittal Date: 08-21-2026
Submittal Phase: Preliminary
Plat & CDs

                SHEET TITLE




     Civil Details

             SHEET NUMBER


                 C7.25
          Copyright Land & Resource Consulting
                                                     125
              DRAWINGS BY




           14260 23rd Ave N
          Plymouth, MN 55447
          Phone: 763-340-0699


             DRAWINGS FOR



    Kenyon Crossings,
          LLC

          527 Professional Drive
           Northfield, MN 55075
          Phone: 507-301-1723


                   PROJECT



     Kenyon Crossings

             Kenyon, MN
           Goodhue County

              CERTIFICATION
I hereby certify that this plan, specification, or
report was prepared by me or under my

           EL
direct supervision and that I am a duly

    CO N IM
Licensed Professional Engineer under the
laws of the State of Minnesota.
      NS OT IN
        TR FO AR
PR
Tony Pohl UC R Y
            TI
MN. Lic. No. 56606
               ON
Date: August 21, 2026


                ISSUED FOR
ISSUE / REVISION                        DATE
Preliminary Plat &
Preliminary CDs                         07-10-2026
DLI Review Submittal                    08-17-2026
Preliminary Plat & CDs                  08-21-2026




            SUBMITTAL INFO

Review By: TP
Project # : 26013
Submittal Date: 08-21-2026
Submittal Phase: Preliminary
Plat & CDs

                SHEET TITLE




     Civil Details

             SHEET NUMBER


                 C7.26
          Copyright Land & Resource Consulting
                                                                                                                                                                                                                                  126
                                                                                                                                                                                           DRAWINGS BY




                                                                                                                                                                                        14260 23rd Ave N
                                                                                                                                                                                       Plymouth, MN 55447
                                                                                                                                                                                       Phone: 763-340-0699


                                                                                                                                                                                          DRAWINGS FOR



                                                                                                                                                                                 Kenyon Crossings,
                                                                                                                                                                                       LLC

                                                                                                                                                                                       527 Professional Drive
                                                                                                                                                                                        Northfield, MN 55075
                                                                                                                                                                                       Phone: 507-301-1723


                                                                                                                                                                                                PROJECT



                                                                                                                                                                                  Kenyon Crossings

                                                                                                                                                                                          Kenyon, MN
                                                                                                                                                                                        Goodhue County

                                                                                                                                                                                           CERTIFICATION
                                                                                                                                                                             I hereby certify that this plan, specification, or
                                                                                                                                                                             report was prepared by me or under my

                                                                                                                                                                                        EL
                                                                                                                                                                             direct supervision and that I am a duly

                                                                                                                                                                                 CO N IM
                                                                                                                                                                             Licensed Professional Engineer under the
                                                                                                                                                                             laws of the State of Minnesota.
                                                                                                                                                                                   NS OT IN
                                                                                                                                                                                     TR FO AR
                                                                                                                                                                             PR
                                                                                                                                                                             Tony Pohl UC R Y
                                                                                                                                                                                         TI
                                                                                                                                                                             MN. Lic. No. 56606
                                                                                                                                                                                            ON
    FILTER LOG       STORM SEWER INLET PROTECTION                                               ROCK CONSTRUCTION ENTRANCE                                                   Date: August 21, 2026
5   NO SCALE
                 3   NO SCALE
                                                                                          1     NO SCALE
                                                                                                                                                                                             ISSUED FOR
                                                                                                                                                                             ISSUE / REVISION                        DATE
                                                                                                                                                                             Preliminary Plat &
                                                                                                                                                                             Preliminary CDs                         07-10-2026
                                                                                                                                                                             DLI Review Submittal                    08-17-2026
                        STEEL T-POST                                                                                                                                         Preliminary Plat & CDs                  08-21-2026
                        1.25 LBS / FT
                         6 FT ON                                                                                ANCHOR TRENCH DETAIL
                        CENTER (MAX)                UV STABILIZED GEOTEXTILE                         1' - 3'    BLANKET LENGTH SHALL NOT EXCEED 100'
                                                    24"-36" HEIGHT                                              WITHOUT AN ANCHOR TRENCH.
                                                                                                         6"      1. DIG 6" X 6" TRENCH
                                                                                                                 2. LAY BLANKET IN TRENCH
                                                                                                6"
                                                                                                                 3. STAPLE AT 1.5' INTERVALS
                                                                                                                 4. BACKFILL WITH NATURAL SOIL AND
                                                                                                                     COMPACT




                                                     MACHINE SLICED ANCHOR OR                                                               OVERLAP END JOINS
                                                     6"X 6" TAMPED EARTH BACKFILL                                                           MINIMUM OF 6" AND
                                                                                                                                            STAPLE OVERLAP
                                                                                                                                            AT 1.5' INTERVALS
                                                            Flow
                                                                                          ANCHOR TRENCH
                                                                                          (SEE DETAIL AND      SU
                                                                                                                 RF
                                                                                            NOTES BELOW)            AC
                                                                                                                         EF
                                                                                                                           LO                                                            SUBMITTAL INFO
                                                                                                                             W
                     2' MIN.
                                                                                                                                                       OVERLAP
                                                                       UNDISTURBED SOIL
                                                                                                                                                       LONGITUDINAL JOINTS   Review By: TP
                                                                                                                                                       MINIMUM OF 6"         Project # : 26013
                                                                                                                                             STAPLE DENSITY SHALL BE A       Submittal Date: 08-21-2026
                                                          WELDED STEEL PLATE
                                                                                                                                             MINIMUM OF 3 U-SHAPED 8",       Submittal Phase: Preliminary
                                                                                                                                             11 GAUGE METAL STAPLES          Plat & CDs
                                                                                                                                             PER SQUARE YARD (THIS MAY
                     NOTES:
                                                                                                                                             VARY PER CITY).
                      1. DIG A 6" TRENCH ALONG THE INTENDED FENCE LINE OR                                                                                                                    SHEET TITLE
                          USE MACHINE SLICED ANCHOR.
                      2. INSTALL ON CONTOUR AT CONSTANT ELEVATION
                      3. DRIVE ALL POSTS INTO THE GROUND AT THE BACK SIDE
                          OF THE TRENCH.
                      4. LAYOUT WIRE MESH AND SILT FENCE ON THE UPHILL SIDE                                                                                                       Civil Details
                          ALONG THE FENCE LINE, AND BACK FILL.


                                                                                                                                                                                          SHEET NUMBER



                 4
                     SILT FENCE
                                                                                          2
                                                                                                EROSION CONTROL BLANKET                                                                       C7.30
                     NO SCALE                                                                   NO SCALE                                                                               Copyright Land & Resource Consulting
                                                                                                                                                                                                                                                                                                                            127
                                                                                                                                             24"x36" SLAB                                                                                                                            DRAWINGS BY
                                                                                                                                             OPENING
                                                                                                                                                                                                                                                        AT EDGE OF CASTING
                                                                                                                                             FOR CASTING.


                                                                                                                                             PIPE SHALL BE
                                                                                                                                             CUT TO EXTEND
                                                                                                                                             INSIDE MANHOLE WALL.
                                                                                                                                                                                                                                                                                  14260 23rd Ave N
                                                                                                                                                                                                                                                                                 Plymouth, MN 55447
                                                                                                                                                                                                                                                                                 Phone: 763-340-0699


                                                                                                                                                                                                                                                                                    DRAWINGS FOR


                                                                                                                       PLAN                  CASTING AND
                                                                                                                                             ADJUSTMENT RINGS                                                                                                              Kenyon Crossings,
                                                                                                                                                                                                                                                                                 LLC
                                                                                                                                                     TOP OF BARREL SECTION
                                                                                                                                                     UNDER TOP SLAB TO HAVE
                                                                                                                                                                                                                                                                                 527 Professional Drive
                                                                                                                                                     FLAT TOP EDGE SEALED
                                                                                                            VARIES                                                                                                                                                                Northfield, MN 55075
                                                                                                                                                     WITH 2 BEADS OF RAMNEK                                                                                                      Phone: 507-301-1723
                                                                                                            12"-24"                                  OR EQUAL
                                                                                                                                             DOGHOUSES SHALL BE MORTARED N BOTH
                                                                                                                                             THE OUTSIDE AND INSIDE.                                                                                                                      PROJECT


                                                                                                                                              MANHOLE STEPS
                                                                                                                                                                                                                                                                             Kenyon Crossings
                                                                                                        VARIES

                                                                                                                                                                                                                                                                                    Kenyon, MN
                                                                                                                                DIA
                                                                                                                              PIP
                                                                                                                                   .                                                                                                                                              Goodhue County
                                                                                                                                 E

                                                                                                                  3"                                 MORTARED INVERT                                                                                                                 CERTIFICATION
                                                                                                                                                                                                                                                                       I hereby certify that this plan, specification, or
                                                                                                                                                     PLACE 2 BEADS                                                                                                     report was prepared by me or under my
                                                                                                                                                     OF RAMNEK OR
                                                                                                                            SECTION                                                                                                                                               EL
                                                                                                                                                                                                                                                                       direct supervision and that I am a duly
                                                                                                                                                     EQUAL, BETWEEN
                                                                                                                                                                                                                                                                           CO N IM
                                                                                                                                                                                                                                                                       Licensed Professional Engineer under the
                                                                                                                                                                                                                                                                       laws of the State of Minnesota.
                                                                                                                                                                                                                                                                             NS OT IN
                                                                                                                                                     BOTTOM SLAB
                                                                                                                                                     AND BARREL SECTION
                                                                                                                                                                                                                                                                               TR FO AR
                                                                                                                                                                                                                                                                      PR
                                                                                                                                                                                                                                                                       Tony Pohl UC R Y
                                                                                                                                                                                                                                                                                   TI
                                                                                                                                                                                                                                                                       MN. Lic. No. 56606
                                                                                                                                                                                                                                                                                      ON
    PIPE BEDDING       GATE VALVE & BOX                                                                STORM SEWER MANHOLE                                                               SANITARY MANHOLE                                                              Date: August 21, 2026
7   NO SCALE
                   5   NO SCALE
                                                                                                  3    NO SCALE
                                                                                                                                                                                  1      NO SCALE
                                                                                                                                                                                                                                                                                       ISSUED FOR
                                                                                                                                                                                                                                                                       ISSUE / REVISION                        DATE
                                                                                                                                                                                                                                                                       Preliminary Plat &
                                                                                                                                                                                                                                                                       Preliminary CDs                         07-10-2026
                                                                                                                                                                                                                                                                       DLI Review Submittal                    08-17-2026
                                       6" PVC THREADED                                                                                                                                                                                                                 Preliminary Plat & CDs                  08-21-2026
                                             CAP & PLUG
                                     NEENAH CASTING
                                         TYPE R-1976
                              CONCRETE RING IN                CONCRETE RING IN                                                                                                                                                                      GRADE
                                    PAVEMENT                     LANDSCAPING
                                          2'                           12"
                                                     6"            4"
                                                                                                                                             3'-0"
                                                                                                                                                                                                        45° BEND
                                                                                                                                                                                      MIN 7.5'
                                                                                                                                                                                                        (TYPICAL)            OBSTRUCTION
                                                                                                                                                                         6"                                                                           VARIABLE
                                                                                                                                                                                                                                                    WATER MAIN
                                                                                                                                                                                                        MINIMUM 2"              MECH. COMPACTED
                                                                                                                                                                 2"-0"
                                                                                                                                                                                                        INSULATION              SELECT GRANULAR

                                                                                                        DIRECTION OF FLOW                                                6"


                                                                                                                                            PLAN                                                                    1.5'
                                                                                                                                                                                                       6"


                                                                                                                                                                                                                                                  SELECT
                                                                                                                                                                                                                                                  GRANULAR                         SUBMITTAL INFO
                                                                                                              CASTING AND
                                                                                                              ADJUSTIMENT RINGS                                                                                                       45° BEND
                                                                                                                                                                                                       3/4" STAINLESS OR                                               Review By: TP
                                                                6" PVC
                                                                                   CLEAN-OUT OR                                                                                                        EPOXY COATED                   (TYPICAL)
                                                                                                                                                                                                                                                                       Project # : 26013
                                                                RISER
                                                                                   DOWN STREAM
                                                                                                                                                                                                       TIE RODS, OR
                                                                                                                                              24"X36"
                                                                                                                                                                                                       MEGALUGS                                                        Submittal Date: 08-21-2026
                                                                                   MAIN LINE                                                 PRECAST                                                   (TYPICAL)                                                       Submittal Phase: Preliminary
                                                                                                                                                             VARIES
                                                                                                                                       4"                                                                                                                              Plat & CDs
                                                                                                      PLACE TO BEADS OF                                                           NOTE:
                                                              100' MAX. (TYP)                         RAMNEK OR EQUAL,                                                             1.   ALL FITTING SHALL BE FUSION BONDED EPOXY COATED DUCTILE IRON TO MEET OR
                                                                                                      BETWEEN BOTTOM OF SLAB                                      6"                    EXCEED ANSI/AWWA C550 AND C116/A21.116 REQUIREMENTS.                                           SHEET TITLE
                                                                6" PVC LONG
                                                                SWEEP 45D BEND
                                                                                                      AND BARREL SECTION                                                           2. MEGALUGS WILL NOT BE ALLOWED ON ANY CIP WATER MAIN.
                                                                                                                                                                                   3. SELECT GRANULAR WILL BE REQUIRED BETWEEN INSULATION, WATER MAIN AND
                                                                     6" X 6" PVC                                                                               MORTARED                 OBSTRUCTION.
                                                                     WYE                                                                    SECTION            INVERT              4. ALL BENDS SHALL HAVE MEGALUGS OR TIE RODS WITH BLOCKING IN ACCORDANCE WITH
                                        FLOW                                                                                                                                            LOCAL ORDINANCE.
                                                                                                                                                                                   5. COPPER TRACER WIRE SHALL BE USED WITH PVC WATERMAIN.                                   Civil Details
                                                                                                                                                                                   6. ALL WATERMAIN BOLTS SHALL BE STAINLESS STEEL, CORE-BLUE, OR APPROVED EQUAL.
                                         ENCASE IN
                                         CONCRETE
                                                             NOTE:
                                    RISER PIPE SHALL BE INITIALLY EXTENDED ABOVE GROUND
                                       LEVEL, AND THEN CUT BACK TO MATCH FINAL GRADE.                                                                                                                                                                                               SHEET NUMBER



                   6
                       SANITARY CLEANOUTS
                                                                                                  4
                                                                                                       CATCH BASIN
                                                                                                                                                                                  2
                                                                                                                                                                                         WATERMAIN OFFSET & INSULATION                                                                  C7.40
                       NO SCALE                                                                        NO SCALE                                                                          NO SCALE                                                                                Copyright Land & Resource Consulting
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 128
                                                                                                                                                                                                                                                                                                 >>                                                                                                                               Landscape Site Notes                                                                                                                    DRAWINGS BY

                                                                                                                                                                                                                                                                                                                                                                                                                                  1.    Landscape contractor shall visit the site prior to submitting bid to become completely familiar with site

                                                                                                                                              GUNDERSON BLVD.
                                                                                                                                                                                                                                                                                                                                                                                                                                        conditions.
                                                                                                                                                                                                                                                                                                     >>
                                                                                                                                              (SECOND STREET)
                                                                                                                                                                                                                                                                                                                                                                                                                                  2.    It is the responsibility of the owner & contractor to identify all underground cables and utilities on the
                                                                                                                                                                                                                                                                                                                                                                                                                                        property.
>   >   >             >    >         >             >              >                            >                   >                                                                                                                                                                                                                                                                                                              3.    Coordinate installation with Contractors performing related work.                                                              14260 23rd Ave N
                                                                                  >                                                                                                                                                                                                                   >>                                                                                                                                                                                                                                                              Plymouth, MN 55447
                                                                                                                                                                                                                                                                                                                                                                                                                                  4.    No planting will be installed until all grading and construction has been completed in immediate area.                        Phone: 763-340-0699
                                                                                                                                                                                                                                                                                                                                >>
                                                                                   >
                                                                                                                                                                                                                                                                                                                      >>
                                                                                  SF           SF                 SF
                                                                                                                                                                                                                                                                                                            >>                                                                                                                    5.    Place plants according to layout with the proper spacing. If the contractor feels an error has been made
                                                            SF
                                                                                              >                             1138
                                                                                                                                SF                SF             SF             SF
                                                                                                                                                                                     1138
                                                                                                                                                                                                 SF         SF               SF               SF                      SF
                                                                                                                                                                                                                                                                                        SF                                                                                                                                              regarding spacing or hardiness of a species of plant material indicated on the plan, notify the landscape                        DRAWINGS FOR
                                                                                  >                S                            1139                                                                                                                                                                                                                                                                                                    architect prior to the installation of the plant material.
                                                                                                                                                                                                                 113
                                                            SF                              >>                     >>                                                                                           1139
                                                                                                                                                                                                                    9
                                                                                                                                                                                                                                                                                                      >>                                                                                                                          6.    All newly installed plant material shall be planted in well-drained areas, contractor shall avoid installing any        Kenyon Crossings,
                                                                   1140                                                                 >>               >>
                                                                                                                                                                                                                                                                                            SF
                                                                                                                                                                                                                                                                                                                                                                                                                                        plant material in drainage swales or wet or poorly drained areas.
                                                                                                                                                                                >>                                                                               39
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      LLC
                                                                                                >
                                                                                                                                                                                                                                                            11
                                                                                        1140                                                                                                           >>               >>                                                                       SF

                                                         SF
                                                                                                                                                                                                                                                            >>                              >>         ST                                                                                                                         7.    All planting areas with groundcover, perennials, or annuals shall receive a minimum of 8" settled depth of
                                                                      >>                                                                                                                                                                                                                              >>                                                                                                                                planting soil Planting soil shall consist of 45% topsoil, 45% peat or manure, and 10% clean sand, thoroughly                  527 Professional Drive
                                                                                                >                                                                                                                                                                                           SF                                                                                                                                          mixed.                                                                                                                         Northfield, MN 55075
                                                                                                                                                                                                                                                     1139                       SF                                                                                                                                                                                                                                                                                    Phone: 507-301-1723
                                                        SF                                                                                                   1145                                                                                                                                                                                                                                                                 8.    Areas being sodded - sod shall be laid parallel to the contours and have staggered joints. On slopes
                                                                                             1141                                                                                                                                                                                                                                                                                                                                       steeper than 3:1 or drainage swales, the sod shall be staked into the ground, scarify the existing grades
                                                                      >>                       >                                                                                                                                                                                                      >>                                                                                                                                with field cultivator to a minimum depth of 6" prior to placing of topsoil and finish grading for sod immediately                      PROJECT
                                                                                                                                                                                                                                                                                  SF
                                                        SF                                                                                                                                                                                                   1140                                                                                                                                                                       prior to placing sod. Contractor shall apply 10-6-4 fertilizer at the rate of 10 pounds per 1000 sq ft prior to
                                                                                                                                                                                                                                                                                                 SF                                                                                                                                     installing sod.
                                                                      1142
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Kenyon Crossings
                                                                                               >                                                                                                                                                                                                                                                                                                                                  9.    Areas being seeded - follow MnDOT Seeding Manual for seeding instructions for establishment of native
                                                        SF
                                                                      >>                                                                                                                                                                                                                              >>                                                                                                                                seed and provide coordination for required erosion prevention and sediment control.
                                                                                              1142                                                                                                                                                                                               SF
                                                                                                                                                                                                                                                                                SF

                                                                                                                                                                                                                                                                                                                                                                                                                                  10.   Install 2" - 3" deep of shredded hardwood mulch in planting beds.
                                                                                               >                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Kenyon, MN
                                                        SF
                                                                      >>                                                                                                                                                                                                                              >>                                                                                                                          11.   Install 4' diameter shredded hardwood mulch, at a depth of 3", under all trees that aren't within planting                     Goodhue County
                                                                  1143                                                                                                                                                                                                                                                                                                                                                                  beds. Mulch should not be piled against the trunk.
                                                                                               >   1143                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CERTIFICATION
                                                        SF                                                                                                                                                                                                                                                                                                                                                                        12.   Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where
                                                                                                                                                                                                                                                                                                                                                                                                                                        adjacent to curbing, walks or buildings. Refer to Detail 4 on Sheet L701.                                           I hereby certify that this plan, specification, or
                                                                       >>                                                                                                                                                                                                                             >>                                                                                                                                                                                                                                                    report was prepared by me or under my
                                                                                                                                                                                                                                                                                                                                                                                                                                  13.   All plant material shall conform to the American Association of Nurserymen Standards. Plants will be                           EL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            direct supervision and that I am a duly

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CO N IM
                                                        SF                                     >                                                                                                                                                                                                                                                                                                                                                                                                                                                            Licensed Professional Engineer under the
                                                                                                                                                                                                                                                1144                                 1140                                                                                                                                               rejected if not in sound and healthy condition.                                                                     laws of the State of Minnesota.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  NS OT IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    TR FO AR
                                                                       >>                           1144                                                                                                                                                                                              >>                                                                                                                          14.   Any native seeds shall be of Minnesota origin and certified by the Minnesota Crop Improvement

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      UC R Y
                                                        SF                                     >                                                                                                                                                                                                                                                                                                                                        Association.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Tony Pohl
                                                                                                                                                                                                                                                                                                                                                                                                                                  15.   Inspect all trees for encircling roots, reject any trees that are severely affected.                                            TI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            MN. Lic. No. 56606
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ON
                                                       SF          1145
                                                                   1145
                                                                       >>                      >                                                                                                                                                                                                                                                                                                                                  16.   Crabapple trees shall have no branches below 36" above the rootball and no 'V' crotches.                            Date: August 21, 2026
                                                                                                                                                                                                                                                                                                            >>
                                                                                                                                                                                                                                                                                                                                                                                                                                  17.   Maintain trees in plumb position throughout the guarantee period.                                                                   ISSUED FOR
                                                       SF                                           S                  >                                         APARTMENT BUILDING                                                                                                                   >>
                                                                       >>                                  5                                                          38 UNITS                                                                                                                                                                                                                                                    18.   New plant material shall be guaranteed through one calendar year for deciduous trees up to 3.5 caliper              ISSUE / REVISION                        DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                        inches and conifers up to 11' Ht. Larger sizes shall be guaranteed for two calendar years from the time of
                                                                                                          11 4                                                                                                                                                                                                             >>
                                                                                                          11                                                         FFE = 1145.8                                                                                                                                                                      OHE                OHE               OHE              OHE
                                                                                                                                                                                                                                                                                                                                                                                                                                        provisional acceptance.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Preliminary Plat &
                                                                                                            45                                                                                                                                                                                                                                                                                                                                                                                                                                              Preliminary CDs                         07-10-2026
                                                       SF
                                                                                                                                                                     (3 STORIES)                                                                                                 114




                                                                                                                                                                                                                                                                                                            STATE STREET
                                                                                                                                                                                                                                                                                   1                  >>                                                                                                                                                                                                                                                    DLI Review Submittal                    08-17-2026
                                                                                                                                                                                                                                                                                                                                                                                                                                  19.   Irrigation system to be designed and installed by owner / contractor. After installation, the landscape             Preliminary Plat & CDs                  08-21-2026
                                                                       >>                                                                                                                                                                                                                                                                                                                                             OH
                                                                                                                                                                                                                                                                                                                                                                                                                        E               contractor shall direct or control the irrigation system during the plant guarantee period to insure new
                                                       SF                                                                                                                                                                                                                                                                                                                                                X
                                                                                                                                                                                                                                                                                                                                                                                                                                        plantings are being property watered.
                                                                                                                                                                                                                                                                                                                                                                                                                E
                                                             SF
                                                                                                                                                                                                                                                                                                       >>                                                                                                    OH
                                                                                                                                                                                                                                                     1143
                                                                       >>                                                                                                                                                                                                                                                                                                                                                         Required & Provided Landscaping
                                                                                                                                                                                                                                              1144
                                                                                                                                                                                                                                                                                                                                                                                                         X
                                                                                                                                                                                                                                                                                                                                                                                                E
                                                                                                                                                                                                                                                                                                                                                                                              OH
                                                                                                                                                                                                                                                                                                                                                                                                                                  1 tree per 800 sf landscape area (all land not occupied by bldg or hardscape)
                                                                                                                                                                                                                                       1145                                                                                                                                                                                             13,029 sf proposed landscape area = 17 trees
                                                             SF
                                                                                                                                                                                                                                                                                                       >>                                                                                                                         ·
                                                                                                                                                                                                                                                                                 114                                                                                              E
                                                                                                                                                                                                                                                                                  2                                                                                             OH
                                                                                                                                                                                                                                                                                                                                                                                                                                  Provide one tree per each existing tree cut down.
                                                             SF                                                                                                                                                                                                                                                                                                                                                                   ·     4 trees cut down = 4
                                                                                                                                                                                                                                                                                                                                                                  E
                                                                                                                                                                                                                                                                                                                                                              OH
                                                                                                                                                                                                                                                                                                                                                                                                         X
                                                                                                                                                                                                                                                                                                       >>                                                                                                                         Total Required Trees = 21 | Total Provided Trees = 21
                                                                      SF                                                         1145
                                                                                                                                                                                                                                                                                                                                                   E
                                                                                                                                                                                                                                                                                                                                                 OH
                                                                                       SF                                                                                                                                                                                                                                                                                                                                         Legend
                                                                                                                                                                                                                                                                                                                                                                                                         X
                                                                                                                                                                                                                                                                                                                                                                                                                                                            Seed Mix: MnDOT Southern Boulevard
                                                                                                                                                                                                                                                                                                       >>                                                                                                                                                   160 lbs/ac
                                                                                        SF

                                                                                                                                                                                                                                                                                11 43                                                                                                                                                                       Area to be planted + mulch groundcover
                                                                                                                                                                                                                                                                                                                                                                                                                                                            Rock Mulch
                                                                                        SF                                                                                                                                                                                                             >>                                                                                                                                                                                                                                                               SUBMITTAL INFO
                                                                                                                                                                                                                                                                                                                                         Planting Schedule                                               X


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Review By: TP
                                                                                        SF                                                               TRASH                                                                                                                                                                           SYMBOL              CODE         QTY         BOTANICAL / COMMON NAME                                                                  MATURE SIZE         PLANTING SIZE          PLANTING TYPE        DETAIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Project # : 26013
                                                                                                                                                       ENCLOSURE
                                                                                                                                                                      l
                                                                                                                            114
                                                                                                                                5
                                                                                                                                                                                                                                                                                                       >>                                DECIDUOUS TREES
                                                                                                                                                                                                                                                                                                                                                                                                         X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Submittal Date: 08-21-2026
                                                                                             SF                                                                                                                                                                                                                                                                                                                                                                                                                                                             Submittal Phase: Preliminary
                                                                                                                                                                      l                                                                                                                                                                                      AS           5           Acer x freemanii 'Sienna' / Sienna Glen® Maple                                           50`H x 40`W         2.5" cal.              B&B                               Plat & CDs
                                                                                                                                                                                                                                                             1145
                                                                                                                                                                                                                                                                                                       >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SHEET TITLE
                           FO   FO            FO            FO                                               FO                 FO
                                                                                                                                                                      l                                                                                                                                                                  ORNAMENTAL TREES
                      FO                                                     FO               FO                                             FO             FO         FO                                                                                                  FO
                                                                                                                                                                                       FO

                                                                                                                                                                                                                                                                                                                           >>
                                                                                                                                                                                                                                         FO

                                                       >>                         >>                    >>                 >>                     >>                  >>                    >>              >>                    >>                    >>                              >>
                                                                                                                                                                                                  FO              FO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Landscape
            FO                                                                                                                                                                                                                                                                                                                                               AG           8           Amelanchier x grandiflora 'Autumn Brilliance' / Autumn Brilliance Apple Serviceberry     25`H x 25`W         1.5" cal.              Pot



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Plan
                                                                                                                                                                                                                                                                                                             >>
                                                                                                                                                                                                                                                                                                     >>
>   >   >
             FO
                      >         >        >>   >             >                      >                >                  >                >               >                   >                                                                                                                                                                                MP           8           Malus x 'Prairie Rose' / Prairie Rose Crabapple                                          25`H x 15`W         1.5" cal.              B&B
                                                                                                                                                                                             >              >                >                  >                           >                    >                              >        >             >              >                 >            >
                 FO
                                                                                                                                                                                     THIRD STREET                                                                                                                          >>
                                                                                                                                                                                                                                                                                             >>                                                                                                                                                                                                                                                                          SHEET NUMBER
                                                                                                                                                                                                                                                                                                                                >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               20 scale
                 FO

                                                                                                                                                                                                                                                                                                                     >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       N                                                        Know what's below.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                L2.1
                 FO                                                                                                                                                                                                                                                                                                                                                                                                                                                                0               20                40         Call before you dig.                  Copyright Land & Resource Consulting


                                                                                                                                                                                                                                                                                                                                    >>
                                                                                                                                                                                                         129
                                                                                                                                                                  DRAWINGS BY




                                                                                                                                                               14260 23rd Ave N
                                                                                                                                                              Plymouth, MN 55447
                                                                                   Root flare should be even with the soil line, or                           Phone: 763-340-0699
                                                                                   set 1-2" above.
                                                                                   Root flare should not be below the soil line.                                 DRAWINGS FOR
                                                                                   If the root flare is not visible prior to planting, it
                                                                                   may be covered with the burlap or soil.
                                                                                   Cut and remove the top third of the wire basket from the top         Kenyon Crossings,
                                                                                   of the rootball.
                                                                                   Cut and remove the twine from the top third of the rootball.               LLC
                                                                                   Cut and remove burlap from the top third of the rootball.
                                                                                   Install no more than 4" depth shredded hardwood mulch.                     527 Professional Drive
                                                                                   Mulch should be pulled away from the trunk, no mulch should be              Northfield, MN 55075
                                                                                   touching the trunk.                                                        Phone: 507-301-1723

                   12" min.                               12" min.                 Planting Mixture - see plans
                                                                                                                                                                       PROJECT
                                                                                   Undisturbed or compacted soil



                                                                                                                                                         Kenyon Crossings
      TREE PLANTING
1     NO SCALE                                                                                                                                                   Kenyon, MN
                                                                                                                                                               Goodhue County

                                                                                                                                                                  CERTIFICATION
                                                                                                                                                    I hereby certify that this plan, specification, or
                                                                                                                                                    report was prepared by me or under my

                                                                                                                                                               EL
                                                                                                                                                    direct supervision and that I am a duly

                                                                                                                                                        CO N IM
                                                                                                                                                    Licensed Professional Engineer under the
                                                                                                                                                    laws of the State of Minnesota.
                                                                                                                                                          NS OT IN
                                                                                                                                                            TR FO AR
                              12"        Spacing varies
                              min.        (see plans)
                                                                                                                                                              UC R Y
                                                                                      Perennial                                                     PR
                                                                                      3" Double Shredded Hardwood Mulch                             Tony Pohl

        Edge of
                                                                                      See plans for Edging                                                      TI
                                                                                                                                                    MN. Lic. No. 56606
                                                                                                                                                                   ON
    Planting Bed                                                                      See landscape plans for
                                                                                                                                                    Date: August 21, 2026
                                                                                      adjacent groundcover
                                                                                      Backfill with planting soil                                                   ISSUED FOR
                   18" min.                                                           that is thoroughly tilled
                                                                                      and loosened (see plans)                                      ISSUE / REVISION                        DATE
                               6" min.
                                                                                      Scarify bottom and sides of                                   Preliminary Plat &
                                                                                      hole prior to planting                                        Preliminary CDs                         07-10-2026
                                                                                                                                                    DLI Review Submittal                    08-17-2026
                                                                                      Existing Subgrade
                                                                                                                                                    Preliminary Plat & CDs                  08-21-2026
                                            Note:
                   If roots are present around the edges of the rootball, uncoil
                   or cut as many as possible without destroying soil mass.


      PERENNIAL PLANTING
2     NO SCALE




                                                                                                                                                                SUBMITTAL INFO

                                                                                                                                                    Review By: TP
                                                                                                                                                    Project # : 26013
                                                                                                                                                    Submittal Date: 08-21-2026
                                                                                                                                                    Submittal Phase: Preliminary
                                                                                                                                                    Plat & CDs

                                                                                                                                                                    SHEET TITLE




                                                                                                                                                          Landscape
                                                                                                                                                            Details

                                                                                                                                                                 SHEET NUMBER


                                                                                                                                                                       L7.0
                                                                                                                                                              Copyright Land & Resource Consulting
                                                                                                                08/21/2026




Scott Lehner, City Administrator
City of Kenyon
709 2nd St
Howard Lake, MN 55946


RE:        Project Narrative for Preliminary Plat Application and Variance Requests
           Kenyon Crossings Apartment Project


Dear Mr. Lehner,

We are writing to request city review of a Preliminary Plat Application and two Variance requests for a 38-unit apartment
project located at Gunderson Blvd and State St in the City of Kenyon. The following narrative describes the existing
conditions of the subject property and outlines the proposed project configuration.

Existing Conditions:

Parcel Identification:                109034000030
Parcel Size:                          0.99 acre
Existing Zoning Designation:          R-3 Multi-Family Residence
Current Owners:                       Kenyon II Housing, LLC
Property Address:                     127 Gunderson Ave.
                                      Kenyon, MN 55946

The subject property is located on the west side of Kenyon along State Street between Gunderson Boulevard and 3rd
Street. The site is predominantly occupied by a building. The southwestern portion of the structure is currently occupied
by apartment units, while the northeastern portion is vacant and was previously utilized as a senior living facility and
daycare.

The surrounding land uses include single-family detached residential lots to the east and south of the subject property, a
multi-family residential facility known as Garden View Apartments to the southwest, and the historic Gunderson House
which houses the Kenyon Area Historical Society to the west of the property. The Garden View Apartment project was
approved approximately 2 years ago. Additional single-family residential lots are located along the north side Gunderson
Blvd (MN 60), which extends along the north edge of the property.

The existing structure that occupies the subject property is vacant, the lot is overgrown with weeds and the windows are
covered with wood. The structure is attached to the recently improved Garden View Apartments to the southwest.

Existing watermain, sanitary sewer, and storm sewer are located within Gunderson Blvd, State St, and 3rd St. The existing
utilities in the adjacent right-of-way are municipal utilities owned and maintained by the City of Kenyon. There are private
utility service leads for water, sanitary sewer and storm water.



14260 23rd Avenue N. • Plymouth, Minnesota • 55447                                                                      1
Ph. 763.340.0699 • Email toddo@landandresource.com
                                                                                                                               130
Existing small utilities such as gas, electric and data are located around the perimeter of the project. It is our understanding
those service connections to serve the abandoned building have been disconnected.

Proposed Project
The proposed development includes a three-story apartment building containing 38 units for rent. The existing vacant
building will be demolished and disconnected from the existing apartments, which will remain. The existing parcel is
proposed to be split into two lots: one containing the existing apartment building and one containing the proposed
apartment building.

The property is currently zoned R3 Multi-Family Residence. The lot and setback requirements for this zoning district are
as follows:

Lot Area: 2,700 sf per dwelling unit within an apartment building
Lot Width: 75’
Front Setback: 30’
Side Setback: 10’
Rear Setback: 30’
Maximum Building Height: 45 ft

Two parking stalls per unit are required by code.

The proposed project does not conform to three requirements of the R-3 Zoning district: minimum lot area, required parking,
and required front setback. The applicant has provided two variance requests for minimum lot area and required parking.
The City is providing the third variance request to reduce the front building setbacks, which will allow expansion of the
dedicated right-of-way on the west side of State St and the north side of 3rd St. to accommodate new public sidewalk.

Based on the City’s minimum lot area requirement of 2,700 sf per dwelling unit, a 38-unit building requires 2.4 acres of lot
area. The proposed lot area is 0.99 acre. The applicant is requesting a variance to reduce the required lot size per unit,
which is included in a separate letter.

City code requires two parking stalls per unit, resulting in a requirement of 76 parking stalls. The proposed development
provides 68 stalls, which results in 1.79 stalls per unit. The applicant is requesting a reduction of the required parking stalls
per unit in a separate letter.

Parking serving the development is distributed between new on-site parking, on-street parking, and an existing off-site
parking lot located across State Street. Historically the existing building utilized a combination of these parking resources,
and a portion of the parking will continue to be shared between the proposed apartment building and the existing apartment
building.

Parking is provided as follows:
    • A new parking lot located behind the proposed apartment building provides 20 stalls.
    • New on-street parking on State Street provides 22 stalls for the proposed apartment.
    • Existing on-street parking (10 stalls) on 3rd Street will be reconfigured to accommodate the proposed driveway
         entrance. Six stalls will serve the proposed apartment building, and 4 stalls will serve the existing apartment
         building.
    • An existing parking lot across State Street has 29 stalls. Twenty stalls will serve the proposed apartment building,
         and 9 stalls will serve the existing apartment building.


Jed Schmidt, Forty7, LLC, Woodlane Drive Single-Familty Residential Development                                            2
City of Woodbury, Washington County, Minnesota                                                                                      131
Sanitary Sewer service is proposed from the rear of the new apartment building and will connect to the existing system in
Gunderson Boulevard. Water service will be provided through a private water service connection to the existing watermain
in 3rd Street. All utilities will be designed and constructed in accordance with City of Kenyon Standards.

Stormwater runoff from the site will be discharged to the existing storm sewer system serving the area. As documented in
the submitted Stormwater Memo, the proposed redevelopment results in less impervious surface than the existing site
conditions; therefore, no on-site stormwater treatment is proposed.

Neighborhood Meeting
A neighborhood meeting was held on August 4, and residents were able to ask questions and address concerns related
to the project. The following is a summary of comments and questions and applicant responses.
1. Why is there only surface parking and no underground parking?
    Response: In this instance underground parking isn’t economically feasible. The project is formatted to provide an
    affordable alternative for existing and new residents in Kenyon that may not be ready for or cannot afford home
    purchase. The cost of underground parking would increase the rent over what many in the area can afford. This project
    relies on and expands existing parking configurations.
2. Why are there no stormwater management BMP’s?
    Response: The proposed project creates less surface runoff than the existing conditions. BMP’s are not required when
    there is a reduction in surface runoff. The proposed runoff configuration conveys the runoff into the system that was
    previously conveying the stormwater runoff so as not to inundate the system by directing the runoff to a different
    location.
3. What is the volume of traffic entering and exiting the site?
    Response: The estimated volume of traffic entering and existing is as follows:
    According to the Institute of Transportation Engineers (ITE) trip generation manual, 12th edition the apartment would
    have 242 daily trip ends with 50% exiting and 50% entering.

    This projection is based on land use code (LUC) 220, multifamily housing, 1 to 3 floors.

    The projected AM peak is 25 trips with 24% (6) entering and 76% (19) exiting.

    The projected PM peak is 30 trips with 62% (19) entering and 38% (11) exiting.

4. Who pays for all of this?

    Response: The developer is paying for the project with a mix of DEED Grant funds, City TIF, traditional bank note, and
    investor equity.

5. Is there a storm shelter or “safe place” in the proposed structure? What are the requirements?
    Response: Buildings in Minnesota are designed to resist wind to a larger extent than in places less prone to Tornados.
    Storm shelters are typically only required in specific types of public buildings such as new K-12 schools and municipal
    buildings. In case of a storm, the public can go to one of those buildings for protection. Otherwise, the safest place is
    an interior room on the lowest level, away from any windows. This is typically the main hallway on the first floor of an
    apartment building.


Jed Schmidt, Forty7, LLC, Woodlane Drive Single-Familty Residential Development                                        3
City of Woodbury, Washington County, Minnesota                                                                                  132
6. What about pedestrian safety around Hwy 60, related to people walking to the Dollar Store to the North of the site?
    Response: There is an improvement plan for Hwy 60 that should address concerns about pedestrian safety. Near the
    project site Hwy 60 has a boulevard and reports have indicated that speeding isn’t an issue through this area.
7. Who removes the snow from the on-street parking areas?
    Response: The exact maintenance agreement still needs to be developed with the City. Snow removal will be assigned
    and enforced.
8. The location for the dumpster enclosure is preferred to be at the back of the building
    Response: The dumpster location is still on 3rd street but has been shifted to the west from its original location. This is
    believed to be the best functional location for the dumpster enclosure. Concerns about the appearance and
    maintenance are noted and the design has been modified to address concerns. A pedestrian door was added so that
    the main doors never need to be opened to dispose of trash. The main doors will only be opened by the company
    emptying the dumpsters. In addition, the material on the 3 sides of the enclosure that are visible to the public will be
    similar material to the building. Nearby residents expressed concern over disrepair and maintenance of existing trash
    enclosures. It’s possible that these issues were a matter of maintenance and enforcement rather than location. It’s
    important to the owner/operator that the trash enclosure stay clean and appropriately maintained. Please note the
    proposed trash enclosure is intended to serve both the Garden View Apartments to the southwest and the new
    Gunderson Crossings Apartment residents. Accessibility for the trash removal service to access and empty the trash
    as well as residents from both communities to access the area are paramount.
Please review the application package materials and contact our office with any questions or concerns. We look forward
to working with you through the course of review.

Sincerely,




Land & Resource Consulting, Inc.
Todd J. Olin, President




Jed Schmidt, Forty7, LLC, Woodlane Drive Single-Familty Residential Development                                          4
City of Woodbury, Washington County, Minnesota                                                                                    133
Proposed plat description:

1) All of Lots 6 and 7 and the East 19.00 feet of Lot 8 in Block 34 of the Original Plat of the Town (now City) of Kenyon
according to the recorded plat thereof.

2) Lot 5 except the West 12.00 feet that lies South of the North 64.52 feet of said Lot 5 and Lot 6 all in Block 34 of S.A. Bullis'
Second Addition to Kenyon and Rearrangement of Block 29 of Bullis' Second South Side Addition to Kenyon according to the
recorded plat thereof.

3) The North 64.52 feet of Lot 4 in Block 34, S.A. Bullis' Second Addition to Kenyon according to the recorded plat thereof,
EXCEPT the West 56.00 feet thereof.

4) The entire vacated alley lying between said Lots 6 and 7 and the East 19.00 feet of Lot 8, in Block 34 of the Original Plat of
the Town of Kenyon and said Lots 5 and 6 and the East 19.00 feet of Lot 4, in Block 34 of S.A. Bullis' Second Addition to Kenyon.
All in the City of Kenyon, Goodhue County, Minnesota.




                                                                                                                                      134
Remnant property description:

1) Lot 4 in Block 34 of S.A. Bullis' Second Addition to Kenyon, according to the recorded plat thereof, Except the West 56.00 feet
of the North 31.00 feet thereof. Also Except the North 64.52 feet of said Lot 4, that lies East of the West 56.00 feet of said Lot 4.

And the West 12.00 feet of Lot 5 in said Block 34, Except the North 64.52 feet of said Lot 5.

2) The East 13.00 feet of the South 109.00 feet of Lot 3 in Block 34, S.A. Bullis' Second Addition to Kenyon, according to the
recorded plat thereof.

3) That part of the South 92.00 feet of Lots 1, 2 and 3 in Block 34, S.A. Bullis' Second Addition to Kenyon, according to the
recorded plat thereof, lying Westerly of the East 13.00 feet of said Lot 3, Block 34.

4) That part of Third Street in S.A. Bullis' Second Addition to Kenyon, according to the recorded plat thereof, described as
follows: Beginning at the Southwest corner of Lot 1 in Block 34 of said S.A. Bullis' Second Addition to Kenyon; thence North 89
degrees 58 minutes 19 seconds East, (assumed bearing) along the South line of Lots 1, 2, 3, and 4, Block 34, a distance of 235.00
feet; thence South 00 degrees 15 minutes

16 seconds West, 66.00 feet to the Northeast corner of the West 10.00 feet of Lot 8 in Block 2 of Clark's Addition and Replat of
Block 30 and 31 of S.A. Bullis' Second Addition to the City of Kenyon, according to the recorded plat thereof; thence South 89
degrees 58 minutes 19 seconds West, along the North line of said Block 2 a distance of 234.90 feet to the Northwest corner of
said Block 2; thence North 00 degrees 10 minutes 03 seconds East, 66.00 feet to the point of beginning.

5) The West 10.00 feet of Lot 8 and all of Lots 9, 10, 11, 12, 13, 14, 15, 16 and 17, in Block 2 of Clark's Addition and Replat of
Blocks 30 and 31 of S.A. Bullis' Second Addition to the village (now City) of Kenyon, according to the recorded plat thereof.
EXCEPT that part of said Lots 11, 12, 13, 14, 15, 16 and 17, Block 2; described as follows: Beginning at the Southwest corner of
said Lot 17, Block 2; thence North 89

degrees 57 minutes 14 seconds East, (assumed bearing) along the South line of said Block 2, 163.84 feet; thence North 00
degrees 00 minutes 00 seconds East, 67.53 feet; thence South 90 degrees 00 minutes 00 seconds West, 48.25 feet; thence North 00
degrees 00 minutes

00 seconds East, 6.17 feet; thence South 90 degrees 00 minutes 00 seconds West, 3.33 feet; thence North 00 degrees 00 minutes
00 seconds East, 5.00 feet; thence South 90 degrees 00 minutes 00 seconds West, 112.18 feet to the West line of said Lot 17, Block
2; thence South 00

degrees 03 minutes 22 seconds West, along said West line 78.83 feet to the point of beginning.

All in the City of Kenyon, Goodhue County, Minnesota.

AND:

That part of Lots 11, 12, 13, 14, 15, 16 and 17, Block 2 of Clarke's Addition and Replat of Blocks 30 and 31 o S.A. Bullis' Second
Addition to the Village (now City) of Kenyon, according to the recorded plat thereof, described as follows: Beginning at the
Southwest corner of Lot 17,

Block 2; thence North 89 degrees 57 minutes 14 seconds East, (assumed bearing) along the South line of said Block 2,163.84
feet; thence North 00 degrees 00 minutes 00 seconds East, 67.53 feet; thence South 90 degrees 00 minutes 00 seconds West, 48.25
feet; thence North

00 degrees 00 minutes 00 seconds East, 6.17 feet; thence South 90 degrees 00 minutes 00 seconds West, 3.33 feet; thence North
00 degrees 00 minutes 00 seconds East, 5.00 feet; thence South 90 degrees 00 minutes 00 seconds West, 112.18 feet to the West
line of said Lot 17,

Block 2; thence South 00 degrees 03 minutes 22 seconds West, along said West line 78.83 feet to the point of beginning. All in the
City of Kenyon, Goodhue County, Minnesota.




                                                                                                                                        135
                                                                                                                                                                                         MAIN
                                                                                                                                                                                       ENTRANCE

                                                  UNIT PATIO                                                   UNIT PATIO                      UNIT PATIO                                                                 UNIT PATIO                     UNIT PATIO                                             UNIT PATIO
                                                    72 SF                                                        60 SF                           60 SF                                                                      60 SF                          60 SF                                                  72 SF


                                                                                           STAIR B                                                                                                                                                                        STAIR A

                                                                                          UP                                                                               MAILBOXES                                                                                             UP
                                                                                                                                                                                                      ENTRY
                                                                                                                             TWO BED /
                                                      ONE BED/                                                              ONE BATH -                       TWO BED /    PARCEL                              TWO BED /                      TWO BED /                                                       ONE BED/
                                                      ONE BATH                                                              TYPE A ACC                       TWO BATH                                         TWO BATH                       ONE BATH                                                        ONE BATH
                                                        111                                                                    109                             107                                              101                            103                                                             105


                                                                                                                                                                           OFFICE
                                                                                                                                                                                                                                                                                                                                                                                       NORTH DAKOTA
                                                                                                                                                                                                                                                                                                                                                                                             P. O. BOX 1918
                                                                                                                                                                                                                                                                                                                                                                                            Fargo, ND 58103

                                                                                                                                                                                                DRNK'G FTN
                                                                                                                                                                             JAN                                                                                      W                 W
                                                                                   D W
                                                                                                         D                                                                                                                                                                                                                                                                                   (701) 293-1350
                                                                                                                                         W/D                                                                                           W/D                            D                 D
                                                                                                         W                                                                                                                                                                                                                                                                                 MINNESOTA
                                                                                                                                                                                                                                                                                                                                                                                       413 Wacouta Street, Suite 435
                                                                                                                                                                                                                                                                                                                                                                                          Saint Paul, MN 55101
                                                                                                                                                                                                                                                                                                                                                                                              (651) 227-0644
                                                                                                                                                                                                                                                                                                               SPRINKLER
                                                                                                                                                                                                                                                                                                                RISER RM
                                                                                                                                                                                                                                                                                                                                                                                 W W W . W E A R E N I L E . COM
                                                                                                                                         W/D                                                                                           W/D
                                                                                                   D W
                                                                                                                                                                                                                                                                          D
                                                                                                         D W
                                                                                                                                                                                                                                                                      D
                                                                                                                                                                                                                                                                      W   W




                                UNIT PATIO/BALCONY -                   ONE BED/                                              TWO BED /                      TWO BED /                                         TWO BED /                      TWO BED /                                       ONE BED/
                                SUB-TOTAL: 768 SF                      ONE BATH                                              ONE BATH                       TWO BATH                                          TWO BATH                       ONE BATH                                        ONE BATH
                                                                         112                                                   110                            108                                               102                            104                                             106

                                COMMON ROOMS -                                                                                                                           MECH / ELEC /
                                SUB-TOTAL: 0 SF                                                                                                                           WTR SERV

                       FIRST FLOOR REC AREA -
                       SUB-TOTAL: 768 SF




                                                                  UNIT PATIO                                   UNIT PATIO                      UNIT PATIO                                                                 UNIT PATIO                     UNIT PATIO                             UNIT PATIO
                                                                    72 SF                                        60 SF                           60 SF                                                                      60 SF                          60 SF                                  72 SF




                                FIRST FLOOR PLAN
                        1       3/32" = 1'-0"




                                                      UNIT                                                        UNIT                            UNIT                                                                      UNIT                           UNIT                                                  UNIT
                                                    BALCONY                                                     BALCONY                         BALCONY                                                                   BALCONY                        BALCONY                                               BALCONY
                                                      53 SF                                                       45 SF                           45 SF                                                                     45 SF                          45 SF                                                 53 SF

                                                                                           STAIR B                                                                                                                                                                        STAIR A

                                                                                          UP                                                                                                                                                                                     UP
                                                                                                                                                                                       STUDIO
                                                                                                                                                                                         207

                                                       ONE BED/                                                             TWO BED /                       TWO BED /                                         TWO BED /                      TWO BED /                                                       ONE BED/
                                                       ONE BATH                                                             ONE BATH                        TWO BATH                                          TWO BATH                       ONE BATH                                                        ONE BATH
                                                         213                                                                  211                             209                                               201                            203                                                             205



                                                                                          DN                                                                                               W/D                                                                                   DN
                                                                                                                                                                                                                                                                      W
                                                                                                         D W
                                                                                                                                                                                                                                                                                        W
                                                                                   D W                                                   W/D                                                                                           W/D                            D                 D



                                                                                                                                                                                                                                                                                                                                                                                                                                                                   136

                                                                                                                                         W/D                                                                                           W/D
                                                                                                   D W
                                                                                                                                                                                                                                                                          D
                                                                                                         D W
                                                                                                                                                                                                                                                                      D
                                                                                                                                                                                                                                                                      W   W




                                                                                                                                                                                                                                                                                                                                                                                                       3 STORY, WOOD FRAMED STRUCTURE
                                UNIT PATIO/BALCONY -                   ONE BED/                                             TWO BED /                                                                         TWO BED /                      TWO BED /                                       ONE BED/
                                SUB-TOTAL: 572 SF                                                                                                           TWO BED /
                                                                       ONE BATH                                             ONE BATH                                                                          TWO BATH                       ONE BATH                                        ONE BATH
                                                                                                                                                            TWO BATH
                                                                         212                                                  210                                                                               202                            204                                             206
                                                                                                                                                              208




                                                                                                                                                                                                                                                                                                                                                                                 KENYON CROSSINGS
                                COMMON ROOMS -                                                                                                                                          FITNESS
                                SUB-TOTAL: 335 SF                                                                                                                                        ROOM

                       SECOND FLOOR REC AREA -                                                                                                                                           335 SF




                                                                                                                                                                                                                                                                                                                                                                                                                                        127 GUNDERSON BOULEVARD
                       SUB-TOTAL: 907 SF



                                                                     UNIT                                         UNIT                            UNIT                                                                      UNIT                           UNIT                                    UNIT
                                                                   BALCONY                                      BALCONY                         BALCONY                                                                   BALCONY                        BALCONY                                 BALCONY
                                                                     53 SF                                        45 SF                           45 SF                                                                     45 SF                          45 SF                                   53 SF




                                                                                                                                                                                                                                                                                                                                                                                                                                         KENYON, MINNESOTA 55946

                                                                                                                                                                                                                                                                                                                                                                                   APARTMENTS
                                  SECOND FLOOR PLAN
                            2     3/32" = 1'-0"




                                                      UNIT                                                        UNIT                            UNIT                                                                      UNIT                           UNIT                                                  UNIT
                                                    BALCONY                                                     BALCONY                         BALCONY                                                                   BALCONY                        BALCONY                                               BALCONY
                                                      53 SF                                                       45 SF                           45 SF                                                                     45 SF                          45 SF                                                 53 SF




                                                                                                                                                                                        STUDIO                                                                                                                                                                                   REV     DATE    DESCRIPTION
                                                                                         OPEN TO                                                                                          307                                                                                 OPEN TO
                                                                                          BELOW                                                                                                                                                                                BELOW
                                                      ONE BED/                                                              TWO BED /                        TWO BED /                                        TWO BED /                      TWO BED /                                                       ONE BED/
                                                      ONE BATH                                                              ONE BATH                         TWO BATH                                         TWO BATH                       ONE BATH                                                        ONE BATH
                                                        313                                                                   311                              309                                              301                            303                                                             305




                                                                                          DN                                                                                                                                                                                     DN
                                                                                          STAIR B                                                                                          W/D                                                                            STAIR A
                                                                                                                                                                                                                                                                      W
                                                                                                         D W
                                                                                                                                                                                                                                                                                        W
                                                                                   D W                                                   W/D                                                                                           W/D                            D                 D




                                                                                                                                         W/D                                                                                           W/D
                                                                                                   D W
                                                                                                                                                                                                                                                                          D
                                                                                                         D W
                                                                                                                                                                                                                                                                      D
                                                                                                                                                                           3500#                                                                                      W   W
                                                                                                                                                                         ELEVATOR




                                                                        ONE BED/                                            TWO BED /                       TWO BED /                                         TWO BED /                      TWO BED /                                      ONE BED/
                                UNIT PATIO/BALCONY -
                                                                        ONE BATH                                            ONE BATH                        TWO BATH                                          TWO BATH                       ONE BATH                                       ONE BATH
                                SUB-TOTAL: 572 SF
                                                                          312                                                 310                             308                                               302                            304                                            306

                                COMMON ROOMS -                                                                                                                                         COMMON
                                SUB-TOTAL: 335 SF                                                                                                                                       ROOM
                       THIRD FLOOR REC AREA -                                                                                                                                           335 SF                                                                                                                               1st FLOOR REC AREA:      768 SF
                       SUB-TOTAL: 907 SF                                                                                                                                                                                                                                                                                     2nd FLOOR REC AREA:      907 SF
                                                                                                                                                                                                                                                                                                                             3rd FLOOR REC AREA:      907 SF                     PROJECT NUMBER:         26002
                                                                                                                                                                                                                                                                                                                             TOTAL BLDG REC AREA:   2,582 SF                     DRAWN BY:              Author
                                                                     UNIT                                         UNIT                            UNIT                                                                      UNIT                           UNIT                                    UNIT                                                                          CHECKED BY:           Checker
                                                                   BALCONY                                      BALCONY                         BALCONY                                                                   BALCONY                        BALCONY                                 BALCONY                                                                         ISSUED FOR PERMIT: 08/07/2026
                                                                     53 SF                                        45 SF                           45 SF                                                                     45 SF                          45 SF                                   53 SF

                                                                                                                                                                                                                                                                                                                                                                                   RECREATION PLAN

                                THIRD FLOOR PLAN

8/12/2026 4:47:18 PM
                        3       3/32" = 1'-0"




                                                                                                                                                                                                                                                                                                                                                    © 2024 REBOUND - NILE, LLC
                                                                                                                                                                                                                                                                                                                                                                                            G103
                                    ISSUED BY
    COMMERCIAL PARTNERS TITLE, A DIVISION OF CHICAGO TITLE COMPANY, LLC
                800 LaSalle Ave, Suite 2100, Minneapolis, MN 55402
                                 AS AGENT FOR
                     STEWART TITLE GUARANTY COMPANY

                                   SUPPLEMENTAL COMMITMENT

File No.:       CP73922

Issued On: August 29, 2024

This Second Supplemental Commitment has been issued to reflect the following change(s):

1. National Title Insurer has been revised.
2. Item Nos. 1 and 2 of Schedule A have been revised.
3. Item No. 13 of Schedule B - Part II has been added.




Supplemental Commitment                                                               Printed: 08.29.24 @ 02:47 PM by
MND1130.doc / Updated: 04.12.23                      Page 1                        MN-CT-FMIN-01080.321019-CP73922




                                                                                                                        137
ALTA COMMITMENT FOR TITLE INSURANCE
                                                                                                                   Commitment Number:
issued by:
                                                                                                                   CP73922
                                                                                                                Supplement No. 2

                                                                       NOTICE
IMPORTANT - READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE
INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE
CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT.
THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION,
OPINION OF TITLE, OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY
THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING ANY SEARCH AND EXAMINATION,
ARE PROPRIETARY TO THE COMPANY, WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY,
AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED.
THE COMPANY'S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED
IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT.
THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY
OTHER PERSON.
                                                      COMMITMENT TO ISSUE POLICY
Subject to the Notice; Schedule B, Part I-Requirements; Schedule B, Part II-Exceptions; and the Commitment Conditions,
Stewart Title Guaranty Company, a Texas corporation (the "Company"), commits to issue the Policy according to the
terms and provisions of this Commitment. This Commitment is effective as of the Commitment Date shown in Schedule A
for each Policy described in Schedule A, only when the Company has entered in Schedule A both the specified dollar
amount as the Proposed Amount of Insurance and the name of the Proposed Insured.
If all of the Schedule B, Part I-Requirements have not been met within one hundred eighty (180) days after the
Commitment Date, this Commitment terminates and the Company's liability and obligation end.

                                                                                            Stewart Title Guaranty Company
Commercial Partners Title, a division of Chicago Title                                      By:
Company, LLC
800 LaSalle Ave, Suite 2100
Minneapolis, MN 55402

Countersigned By:
                                                                                            Attest:



              Authorized Officer or Agent
                    Stacey Allbee




This page is only a part of a 2021 ALTA® Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the
Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; Schedule B, Part II-Exceptions; and a
counter-signature by the Company or its issuing agent that may be in electronic form.
Copyright American Land Title Association. All rights reserved.
The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as
of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association.
ALTA Commitment for Title Insurance (07/01/2021)                                                                            Printed: 08.29.24 @ 02:47 PM
                                                                         Page 1                               MN-CT-FMIN-01080.321019-SPS-1-24-CP73922

                                                                                                                                                         138
                                                                                                               COMMITMENT NO. CP73922
STEWART TITLE GUARANTY COMPANY                                                                                       SUPPLEMENT No. 2
Transaction Identification Data, for which the Company assumes no liability as set forth in Commitment
Condition 5.e.:

                             ISSUING OFFICE:                                              FOR SETTLEMENT INQUIRIES, CONTACT:
                    Title Officer: Stacey Allbee                                           Escrow Officer: Heather Grommesch
        Commercial Partners Title, a division of Chicago Title                      Commercial Partners Title, a division of Chicago Title
                           Company, LLC                                                               Company, LLC
                   800 LaSalle Ave, Suite 2100                                                 800 LaSalle Ave, Suite 2100
                      Minneapolis, MN 55402                                                      Minneapolis, MN 55402
                      Phone: (612) 643-1040                                                      Phone: (612) 337-2487
                  Main Phone: (612) 337-2470                                      Main Phone: (612) 337-2470 Main Fax: (612) 337-2471
               Email: Stacey.Allbee@cptitle.com                                          Email: Heather.Grommesch@cptitle.com

Order Number:             CP73922

                                                                 SCHEDULE A
1. Commitment Date: August 23, 2024 at 07:00 AM
2. Policy to be issued:

     (a) ALTA Owner's Policy 2021 w-MN Mod (As to Parcel B and Parcel C)
         Proposed Insured:                     Kenyon Real Estate, LLC, a Minnesota limited liability company
         Proposed Amount of Insurance:         $2,275,000.00
         The estate or interest to be insured: Fee Simple

     (b) ALTA Owner's Policy 2021 w-MN Mod (As to Parcel A and Parcel D)
         Proposed Insured:                     Kenyon Real Estate 2, LLC, a Minnesota limited liability company
         Proposed Amount of Insurance:         $1,000.00
         The estate or interest to be insured: Fee Simple

     (c) ALTA Loan Policy 2021 w-MN Mod
         Proposed Insured:                     Profinium, Inc., its successors and/or assigns as their respective interests
                                               may appear
         Proposed Amount of Insurance:         $1,978,000.00
         The estate or interest to be insured: Fee Simple

3. The estate or interest in the Land at the Commitment Date is:
          Fee Simple
4. The Title is, at the Commitment Date, vested in:
          Gerald Anderson
5. The Land is described as follows:
          SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF

                                                              END OF SCHEDULE A



This page is only a part of a 2021 ALTA® Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the
Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; Schedule B, Part II-Exceptions; and a
counter-signature by the Company or its issuing agent that may be in electronic form.
Copyright American Land Title Association. All rights reserved.
The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as
of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association.
ALTA Commitment for Title Insurance (07/01/2021)                                                                            Printed: 08.29.24 @ 02:47 PM
                                                                         Page 2                               MN-CT-FMIN-01080.321019-SPS-1-24-CP73922

                                                                                                                                                         139
                                                                  EXHIBIT "A"
                                                                Legal Description


Parcel A:

1) All of Lots 6 and 7 and the East 19.00 feet of Lot 8 in Block 34 of the Original Plat of the Town (now City) of Kenyon
according to the recorded plat thereof.
2) All of Lots 5 and 6 in Block 34 of S.A. Bullis' Second Addition to Kenyon and Rearrangement of Block 29 of Bullis'
Second South Side Addition to Kenyon according to the recorded plat thereof.
3) All of Lot 4 in Block 34, S.A. Bullis' Second Addition to Kenyon according to the recorded plat thereof, EXCEPT the
North 31.00 feet of the West 56.00 feet thereof. Also EXCEPT the West 43.00 feet of said Lot 4.
4) The entire vacated alley lying between said Lots 6 and 7 and the East 19.00 feet of Lot 8, in Block 34 of the Original Plat
of the Town of Kenyon and said Lots 5 and 6 and the East 19.00 feet of Lot 4, in Block 34 of S.A. Bullis' Second Addition to
Kenyon.
All in the City of Kenyon, Goodhue County, Minnesota.

Abstract Property

Parcel B:

1) That part of the West 43.00 feet of Lot 4 in Block 34 of S.A. Bullis' Second Addition to Kenyon, according to the
recorded plat thereof, lying Southerly of the North 31.00 feet thereof.
2) The East 13.00 feet of the South 109.00 feet of Lot 3 in Block 34, S.A. Bullis' Second Addition to Kenyon, according to
the recorded plat thereof.
3) That part of the South 92.00 feet of Lots 1, 2 and 3 in Block 34, S.A. Bullis' Second Addition to Kenyon, according to the
recorded plat thereof, lying Westerly of the East 13.00 feet of said Lot 3, Block 34.
4) That part of Third Street in S.A. Bullis' Second Addition to Kenyon, according to the recorded plat thereof, described as
follows: Beginning at the Southwest corner of Lot 1 in Block 34 of said S.A. Bullis' Second Addition to Kenyon; thence
North 89 degrees 58 minutes 19 seconds East, (assumed bearing) along the South line of Lots 1, 2, 3, and 4, Block 34, a
distance of 235.00 feet; thence South 00 degrees 15 minutes 16 seconds West, 66.00 feet to the Northeast corner of the
West 10.00 feet of Lot 8 in Block 2 of Clark's Addition and Replat of Block 30 and 31 of S.A. Bullis' Second Addition to the
City of Kenyon, according to the recorded plat thereof; thence South 89 degrees 58 minutes 19 seconds West, along the
North line of said Block 2 a distance of 234.90 feet to the Northwest corner of said Block 2; thence North 00 degrees 10
minutes 03 seconds East, 66.00 feet to the point of beginning.
5) The West 10.00 feet of Lot 8 and all of Lots 9, 10, 11, 12, 13, 14, 15, 16 and 17, in Block 2 of Clark's Addition and
Replat of Blocks 30 and 31 of S.A. Bullis' Second Addition to the village (now City) of Kenyon, according to the recorded
plat thereof. EXCEPT that part of said Lots 11, 12, 13, 14, 15, 16 and 17, Block 2; described as follows: Beginning at the
Southwest corner of said Lot 17, Block 2; thence North 89 degrees 57 minutes 14 seconds East, (assumed bearing) along
the South line of said Block 2, 163.84 feet; thence North 00 degrees 00 minutes 00 seconds East, 67.53 feet; thence
South 90 degrees 00 minutes 00 seconds West, 48.25 feet; thence North 00 degrees 00 minutes 00 seconds East, 6.17
feet; thence South 90 degrees 00 minutes 00 seconds West, 3.33 feet; thence North 00 degrees 00 minutes 00 seconds
East, 5.00 feet; thence South 90 degrees 00 minutes 00 seconds West, 112.18 feet to the West line of said Lot 17, Block
2; thence South 00 degrees 03 minutes 22 seconds West, along said West line 78.83 feet to the point of beginning.
All in the City of Kenyon, Goodhue County, Minnesota.

Abstract Property

Parcel C:

That part of Lots 11, 12, 13, 14, 15, 16 and 17, Block 2 of Clarke's Addition and Replat of Blocks 30 and 31 of S.A. Bullis'
Second Addition to the Village (now City) of Kenyon, according to the recorded plat thereof, described as follows:
Beginning at the Southwest corner of Lot 17, Block 2; thence North 89 degrees 57 minutes 14 seconds East, (assumed
This page is only a part of a 2021 ALTA® Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the
Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; Schedule B, Part II-Exceptions; and a
counter-signature by the Company or its issuing agent that may be in electronic form.
Copyright American Land Title Association. All rights reserved.
The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as
of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association.
ALTA Commitment for Title Insurance (07/01/2021)                                                                            Printed: 08.29.24 @ 02:47 PM
                                                                         Page 3                               MN-CT-FMIN-01080.321019-SPS-1-24-CP73922

                                                                                                                                                         140
                                                                  EXHIBIT "A"
                                                                Legal Description


bearing) along the South line of said Block 2, 163.84 feet; thence North 00 degrees 00 minutes 00 seconds East, 67.53
feet; thence South 90 degrees 00 minutes 00 seconds West, 48.25 feet; thence North 00 degrees 00 minutes 00 seconds
East, 6.17 feet; thence South 90 degrees 00 minutes 00 seconds West, 3.33 feet; thence North 00 degrees 00 minutes 00
seconds East, 5.00 feet; thence South 90 degrees 00 minutes 00 seconds West, 112.18 feet to the West line of said Lot
17, Block 2; thence South 00 degrees 03 minutes 22 seconds West, along said West line 78.83 feet to the point of
beginning.
All in the City of Kenyon, Goodhue County, Minnesota.

Abstract Property

Parcel D:

Beginning at the Southwest corner of Lot 1 in Block 35 of Bullis' South Side Addition to Kenyon, according to the recorded
plat thereof; thence West 66.00 feet; thence North 140.00 feet; thence East 66.00 feet; thence South 140.00 feet to the
place of beginning. EXCEPT that part thereof described as follows: Commencing at the Southwest corner of said Lot 1 in
Block 35 of Bullis' South Side Addition to Kenyon, according to the recorded plat thereof; thence West 10.00 feet; thence
North 140.00 feet; thence East 10.00 feet; thence South 140.00 feet to the place of beginning.
All in the City of Kenyon, Goodhue County, Minnesota.

Abstract Property




This page is only a part of a 2021 ALTA® Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the
Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; Schedule B, Part II-Exceptions; and a
counter-signature by the Company or its issuing agent that may be in electronic form.
Copyright American Land Title Association. All rights reserved.
The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as
of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association.
ALTA Commitment for Title Insurance (07/01/2021)                                                                            Printed: 08.29.24 @ 02:47 PM
                                                                         Page 4                               MN-CT-FMIN-01080.321019-SPS-1-24-CP73922

                                                                                                                                                         141
                                                                                                               COMMITMENT NO. CP73922
STEWART TITLE GUARANTY COMPANY                                                                                       SUPPLEMENT No. 2

                                                   SCHEDULE B, PART I - Requirements
All of the following Requirements must be met:
1.        The Proposed Insured must notify the Company in writing of the name of any party not referred to in this
          Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then
          make additional Requirements or Exceptions.

2.        Pay the agreed amount for the estate or interest to be insured.

3.        Pay the premiums, fees, and charges for the Policy to the Company.

4.        Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must
          be properly authorized, executed, delivered, and recorded in the Public Records.

          (a) Deed from the party described at Item 4 of Schedule A to the Proposed Insured (Owner).

          (b) Mortgage from Kenyon Real Estate, LLC and Kenyon Real Estate 2, LLC to the Proposed Insured (Lender).

5.        The Proposed Policy Amount(s) must be increased to the full value of the estate or interest being insured, and any
          addition premium must be paid at that time. An Owner’s policy should reflect the purchase price or full value of the
          Land. A Loan Policy should reflect the loan amount or value of the property as collateral. Proposed Policy
          Amount(s) will be revised and premiums charged consistent therewith when the final amounts are approved.

6.        Pay all taxes, charges, assessments, levied and assessed against subject premises, which are due and payable.

7.        If the transaction is closed by Stewart Title Guaranty Company or its agents, the Social Security Number of Seller
          or Federal ID Number of Seller entities and forwarding address must be provided at or prior to closing to comply
          with the Tax Reform Act of 1986 and the 1099S Form executed at closing unless the Sellers is a corporation or a
          governmental unit.

8.        For all entities CONVEYING, BORROWING OR LEASING, furnish formation and operational documentation and
          a resolution authorizing the transaction, together with a certificate of good standing from the State in which the
          entity was created (and in which the property is located, if available);

          For all entities ACQUIRING PROPERTY FOR CASH, furnish formation and operational documentation, together
          with a certificate of good standing from the State in which the entity was created (and in which the property is
          located, if available).

          NOTE: For a Corporation, formation documentation includes the Articles of Incorporation and By-Laws; For a
          Limited Liability Company, formation documentation includes the Articles of Organization and Operating
          Agreement; for a Partnership, formation documentation includes the Partnership Agreement, along with any
          amendments; if the property is held as tenants-in-common, provide any TIC agreement.

9.        Item Nos. 1, 2, 4 and 5 of Schedule B-Schedule II may be deleted from the final policy, conditioned upon receipt
          and review of an executed standard form of the Company's affidavit or affidavits.

10.       Furnish a current, signed and dated, survey of the subject property, certified to Stewart Title Guaranty Company
          and conforming to all current Minimum Standard Detail Requirements for the 2021 ALTA/NSPS Land Title Survey

This page is only a part of a 2021 ALTA® Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the
Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; Schedule B, Part II-Exceptions; and a
counter-signature by the Company or its issuing agent that may be in electronic form.
Copyright American Land Title Association. All rights reserved.
The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as
of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association.
ALTA Commitment for Title Insurance (07/01/2021)                                                                            Printed: 08.29.24 @ 02:47 PM
                                                                         Page 5                               MN-CT-FMIN-01080.321019-SPS-1-24-CP73922

                                                                                                                                                         142
                                                                                                               COMMITMENT NO. CP73922
STEWART TITLE GUARANTY COMPANY                                                                                       SUPPLEMENT No. 2

                                                   SCHEDULE B, PART I - Requirements
                                                                     (continued)

          Standards to delete Item No. 3 of Schedule B - Schedule II.

11.       NOTICE: Please be aware that due to the conflict between federal and state laws concerning the cultivation,
          distribution, manufacture or sale of marijuana, the Company is not able to close or insure any transaction involving
          Land that is associated with these activities.

12.       In the event this transaction involves new construction or if there has been construction on the property during the
          last six months please immediately contact the closer or underwriting counsel listed above to discuss the
          transaction.

          If the transaction involves a construction mortgage or is a vacant land acquisition mortgage no construction related
          work can be performed on the property until after the mortgage is recorded and pictures have been taken at the
          site, in order to establish priority for the construction mortgage. Indemnities will be required at closing from the
          appropriate parties, depending upon the nature of the transaction.

13.       The search did not disclose any open mortgages or deeds of trust of record, therefore the Company reserves the
          right to require further evidence to confirm that the property is unencumbered, and further reserves the right to
          make additional requirements or add additional items or exceptions upon receipt of the requested evidence.

14.       We have been informed that Gerald Anderson is deceased. Please provide any available information regarding
          the probate of his estate for our review and further requirements.

15.       NOTE: Commercial Partners Title, a division of Chicago Title Insurance Company, does not have the Abstract of
          Title for the subject property.

16.       The legal description at Item No. 5 of Schedule A is related to the property addresses of:

          127 Gunderson Boulevard, Kenyon, MN (Parcel A)
          104 3rd Street, Kenyon, MN (Parcel B)
          117 3rd Street, Kenyon, MN (Parcel B)
          225 Huseth Street, Kenyon, MN (Parcel C)
          202 3rd Street, Kenyon, MN (Parcel D)


                                                        END OF SCHEDULE B, PART I




This page is only a part of a 2021 ALTA® Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the
Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; Schedule B, Part II-Exceptions; and a
counter-signature by the Company or its issuing agent that may be in electronic form.
Copyright American Land Title Association. All rights reserved.
The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as
of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association.
ALTA Commitment for Title Insurance (07/01/2021)                                                                            Printed: 08.29.24 @ 02:47 PM
                                                                         Page 6                               MN-CT-FMIN-01080.321019-SPS-1-24-CP73922

                                                                                                                                                         143
                                                                                                               COMMITMENT NO. CP73922
STEWART TITLE GUARANTY COMPANY                                                                                       SUPPLEMENT No. 2

                                                   SCHEDULE B, PART II - Exceptions
Some historical land records contain Discriminatory Covenants that are illegal and unenforceable by law. This
Commitment and the Policy treat any Discriminatory Covenant in a document referenced in Schedule B as if each
Discriminatory Covenant is redacted, repudiated, removed, and not republished or recirculated. Only the
remaining provisions of the document will be excepted from coverage.
The Policy will not insure against loss or damage resulting from the terms and conditions of any lease or easement
identified in Schedule A, and will include the following Exceptions unless cleared to the satisfaction of the Company:

1.        Any defect, lien, encumbrance, adverse claim, or other matter that appears for the first time in the Public Records
          or is created, attaches, or is disclosed between the Commitment Date and the date on which all of the Schedule B,
          Part I—Requirements are met.

2.        Rights or claims of parties in possession not shown by the Public Records.

3.        Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the title that would be
          disclosed by an accurate and complete land survey of the Land.

4.        Easements, or claims of easements, not shown by the Public Records.

5.        Any lien, or right to a lien, for services, labor, or material heretofore or hereafter furnished, imposed by law and not
          shown by the Public Records.

6.        Taxes or special assessments which are not shown as existing liens by the Public Records.




This page is only a part of a 2021 ALTA® Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the
Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; Schedule B, Part II-Exceptions; and a
counter-signature by the Company or its issuing agent that may be in electronic form.
Copyright American Land Title Association. All rights reserved.
The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as
of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association.
ALTA Commitment for Title Insurance (07/01/2021)                                                                            Printed: 08.29.24 @ 02:47 PM
                                                                         Page 7                               MN-CT-FMIN-01080.321019-SPS-1-24-CP73922

                                                                                                                                                         144
                                                                                                               COMMITMENT NO. CP73922
STEWART TITLE GUARANTY COMPANY                                                                                       SUPPLEMENT No. 2

                                                   SCHEDULE B, PART II - Exceptions
                                                                     (continued)

7.        General and special taxes and assessments as hereafter listed, if any (all amounts shown being exclusive of
          interest, penalties and costs):

          A. Real estate taxes payable in 2024 are $3,768.00 and are half paid.
          Base tax $3,768.00 Property Identification No. 66.100.0030 (Parcel A)

          Real estate taxes payable in 2024 are $8,374.00 and are half paid.
          Base tax $8,374.00 Property Identification No. 66.280.0400 (Parcel A)

          Real estate taxes payable in 2024 are $18,450.00 and are half paid.
          Base tax $18,450.00 Property Identification No. 66.280.0371 (Parcel B)

          Real estate taxes payable in 2024 are $10,182.00 and are half paid.
          Base tax $10,182.00 Property Identification No. 66.360.0130 (Parcel B)

          Real estate taxes payable in 2024 are $17,860.00 and are half paid.
          Base tax $17,860.00 Property Identification No. 66.360.0140 (Parcel C)

          Real estate taxes payable in 2024 are $0.00 and are exempt.
          Base tax $0.00 Property Identification No. 66.180.0240 (Parcel D)

          NOTE: There are no delinquent taxes of record.

          NOTE: The above tax amount may include annual recurring fees charged by the municipality and/or county, which
          are automatically certified to the real estate taxes.

          NOTE: First half are due and payable on or before May 15, 2024; second half are due and payable on or before
          October 15, 2024.

          B. There are no levied or pending assessments of record.

8.        Rights of tenants in possession under the terms of unrecorded leases.

9.        Minerals and mineral rights reserved by the State of Minnesota in Conveyance of Forfeited Lands dated July 15,
          1949, filed December 30, 1949, as Documnet No. 147007, in Book D-9 of Deeds, Page 346. (Parcel A)

10.       Minerals and mineral rights reserved by the State of Minnesota in Conveyance of Forfeited Lands dated
          September 26, 1997, filed September 26, 1997, as Document No. 408358. (Parcels B and C)

11.       Easement for utility and drainage purposes, in favor of the City of Kenyon, a Minnesota municipal corporation,
          contained and described in Easement Agreement dated August 11, 2003, filed September 8, 2003, as Document
          No. A492415. (Parcel B)




This page is only a part of a 2021 ALTA® Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the
Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; Schedule B, Part II-Exceptions; and a
counter-signature by the Company or its issuing agent that may be in electronic form.
Copyright American Land Title Association. All rights reserved.
The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as
of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association.
ALTA Commitment for Title Insurance (07/01/2021)                                                                            Printed: 08.29.24 @ 02:47 PM
                                                                         Page 8                               MN-CT-FMIN-01080.321019-SPS-1-24-CP73922

                                                                                                                                                         145
                                                                                                               COMMITMENT NO. CP73922
STEWART TITLE GUARANTY COMPANY                                                                                       SUPPLEMENT No. 2

                                                   SCHEDULE B, PART II - Exceptions
                                                                     (continued)

12.       Easement for utility and drainage purposes, in favor of the City of Kenyon, a Minnesota municipal corporation,
          contained and described in Easement Agreement dated August 14, 2003, filed October 29, 2003, as Document
          No. A495423. (Parcel B)

13.       Subject to the following matters as shown on the survey prepared by Westwood, dated __________________,
          and designated as Project No. 0057827:

          a. Parking, building and retaning walls lie outside the Westerly boundary, without the benefit of an easement
          (affects Parcel D)
          b. Curb and parking extend onto subject property (affects Parcel A)
          c. Roadway crosses the subject property without easement or dedicated right of way (affects Parcels B and C).
          d. Concrete survey extends onto subject property (affects Parcel B)
          e. Parcel A has no apparent vehicular access to/from a public street.
          f. A Portion of the building from Parcel B encroaches onto Parcel A, without the benefit of an easement.

          INFORMATIONAL NOTES

          NOTE: Any charges for municipal services (i.e., water, sewer, correction of nuisance conditions, etc.) are the
          responsibility of the parties to this transaction. For information regarding the existence of any such bills contact
          the appropriate municipal office.

          NOTE: In the event a zoning endorsement is requested, we will require a zoning letter from the municipality or a
          zoning report specifying the current or proposed use, specifying the zoning classification, and stating whether the
          property is in compliance with all applicable zoning ordinances. Parking must be addressed in the letter or report if
          it is to be included in the zoning endorsement.

          NOTE: 1031 EXCHANGE SERVICES - If your transaction involves a tax deferred exchange, we offer this service
          through our 1031 division, IPX1031. As the nation's largest 1031 company, IPX1031 offers guidance and
          expertise. Security for Exchange funds includes segregated bank accounts and a 100 million dollar Fidelity Bond.
          Fidelity National Title Group also provides a 50 million dollar Performance Guaranty for each Exchange. For
          additional information, or to set-up an Exchange or title order, please contact us at (612) 337-2470 or
          info@cptitle.com.


                                                        END OF SCHEDULE B, PART II




This page is only a part of a 2021 ALTA® Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the
Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; Schedule B, Part II-Exceptions; and a
counter-signature by the Company or its issuing agent that may be in electronic form.
Copyright American Land Title Association. All rights reserved.
The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as
of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association.
ALTA Commitment for Title Insurance (07/01/2021)                                                                            Printed: 08.29.24 @ 02:47 PM
                                                                         Page 9                               MN-CT-FMIN-01080.321019-SPS-1-24-CP73922

                                                                                                                                                         146
                                                                                                               COMMITMENT NO. CP73922
STEWART TITLE GUARANTY COMPANY                                                                                       SUPPLEMENT No. 2

                                                          COMMITMENT CONDITIONS

1.   DEFINITIONS
     a.   "Discriminatory Covenant": Any covenant, condition, restriction, or limitation that is unenforceable under applicable law because it illegally
          discriminates against a class of individuals based on personal characteristics such as race, color, religion, sex, sexual orientation, gender
          identity, familial status, disability, national origin, or other legally protected class.
     b.   "Knowledge" or "Known": Actual knowledge or actual notice, but not constructive notice imparted by the Public Records.
     c.   "Land": The land described in Item 5 of Schedule A and improvements located on that land that by State law constitute real property. The
          term "Land" does not include any property beyond that described in Schedule A, nor any right, title, interest, estate, or easement in any
          abutting street, road, avenue, alley, lane, right-of-way, body of water, or waterway, but does not modify or limit the extent that a right of
          access to and from the Land is to be insured by the Policy.
     d.   "Mortgage": A mortgage, deed of trust, trust deed, security deed, or other real property security instrument, including one evidenced by
          electronic means authorized by law.
     e.   "Policy": Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company
          pursuant to this Commitment.
     f.   "Proposed Amount of Insurance": Each dollar amount specified in Schedule A as the Proposed Amount of Insurance of each Policy to be
          issued pursuant to this Commitment.
     g.   "Proposed Insured": Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment.
     h.   "Public Records": The recording or filing system established under State statutes in effect at the Commitment Date under which a document
          must be recorded or filed to impart constructive notice of matters relating to the Title to a purchaser for value without Knowledge. The term
          "Public Records" does not include any other recording or filing system, including any pertaining to environmental remediation or protection,
          planning, permitting, zoning, licensing, building, health, public safety, or national security matters.
     i.   "State": The state or commonwealth of the United States within whose exterior boundaries the Land is located. The term "State" also
          includes the District of Columbia, the Commonwealth of Puerto Rico, the U.S. Virgin Islands, and Guam.
     j.   "Title": The estate or interest in the Land identified in Item 3 of Schedule A.
2.   If all of the Schedule B, Part I-Requirements have not been met within the time period specified in the Commitment to Issue Policy, this
     Commitment terminates and the Company's liability and obligation end.
3.   The Company's liability and obligation is limited by and this Commitment is not valid without:
     a. the Notice;
     b.   the Commitment to Issue Policy;
     c.   the Commitment Conditions;
     d.   Schedule A;
     e.   Schedule B, Part I-Requirements; and
     f.   Schedule B, Part II-Exceptions; and
     g.   a counter-signature by the Company or its issuing agent that may be in electronic form.
4.   COMPANY'S RIGHT TO AMEND
     The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse
     claim, or other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is limited by Commitment
     Condition 5. The Company is not liable for any other amendment to this Commitment.
5.   LIMITATIONS OF LIABILITY
     a.   The Company's liability under Commitment Condition 4 is limited to the Proposed Insured's actual expense incurred in the interval between
          the Company's delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the
          Proposed Insured's good faith reliance to:
          i.     comply with the Schedule B, Part I-Requirements;
          ii.    eliminate, with the Company's written consent, any Schedule B, Part II-Exceptions; or
          iii.   acquire the Title or create the Mortgage covered by this Commitment.
     b.   The Company is not liable under Commitment Condition 5.a. if the Proposed Insured requested the amendment or had Knowledge of the
          matter and did not notify the Company about it in writing.
     c.   The Company is only liable under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the
          Commitment included the added matter when the Commitment was first delivered to the Proposed Insured.
     d.   The Company's liability does not exceed the lesser of the Proposed Insured's actual expense incurred in good faith and described in
          Commitment Condition 5.a. or the Proposed Amount of Insurance.


This page is only a part of a 2021 ALTA® Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the
Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; Schedule B, Part II-Exceptions; and a
counter-signature by the Company or its issuing agent that may be in electronic form.
Copyright American Land Title Association. All rights reserved.
The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as
of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association.
ALTA Commitment for Title Insurance (07/01/2021)                                                                            Printed: 08.29.24 @ 02:47 PM
                                                                          Page 10                             MN-CT-FMIN-01080.321019-SPS-1-24-CP73922

                                                                                                                                                         147
                                                                                                                 COMMITMENT NO. CP73922
STEWART TITLE GUARANTY COMPANY                                                                                         SUPPLEMENT No. 2

                                                                      (continued)

     e.   The Company is not liable for the content of the Transaction Identification Data, if any.
     f.   The Company is not obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part I-Requirements have been
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6.   LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT; CHOICE OF LAW AND CHOICE OF FORUM
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                                                              END OF CONDITIONS




This page is only a part of a 2021 ALTA® Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the
Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; Schedule B, Part II-Exceptions; and a
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ALTA Commitment for Title Insurance (07/01/2021)                                                                              Printed: 08.29.24 @ 02:47 PM
                                                                          Page 11                               MN-CT-FMIN-01080.321019-SPS-1-24-CP73922

                                                                                                                                                              148
                                                                            MEMORANDUM
Date:                      September 1, 2026
To:                        Kenyon Planning Commission
From:                      Kristi Trisko, AICP, PMP
Subject:                   127 Gunderson Boulevard – Preliminary Plat



 Project Name: Kenyon Crossings Subdivision – Preliminary Plat
 Meeting Date: August 4, 2026
 Applicant: Kenyon Real Estate 2 LLC.
 Engineer/Surveyor: Land & Resource Consulting & Bohlen Surveying
 Location: 127 Gunderson Boulevard – intersection of Gunderson Boulevard and State Street
 Parcel ID: 661000030 and 662800400
 Zoning: R-3 (Multi-Family Residential)

1. Project Description

 The applicant proposes to combine and revise
 two parcels of land in separate subdivisions
 (Kenyon Original Plat and S.A. Bullis’ Second
 Addition to Kenyon and Rearrangement of
 Block 29 of Bullis’ Second South Side
 Addition). The resulting subdivision would
 consist of one lot (1.0 acres), will establish
 additional drainage and utility easements, and
 will provide additional right-of-way width for
 Third Street and State Street.

            Lot 1: Demolition and removal of all
             existing structures and development of
             a 38-unit apartment, primary access
             from State Street and 3rd Street. See
             C1.1 and C2.1 of the Submittal.




                                                                                           Figure 1 - Preliminary Plat




H:\KENYON_CI_MN\_Plan Reviews\Kenyon Crossings Apartment\Staff Reports\Preliminary Plat\Preliminary Plat Staff Report_v3.docx



                                                                                                                                149
Page:   2


2. Surrounding Land Use

 Direction     Existing Use
 North         R-1 – Single Family Homes
 South         R-2 – Single-Family Homes
 East          R-2 & R-1, Parking Lot & Duplex
 West          R-2 & R-3, Kenyon Area Historical Society at the
               Gunderson House, and the remaining vacant
               nursing home site
See Figure 2

 3. Infrastructure & Utilities
                                                                   Figure 2 - Zoning Exhibit
       Road Access: State Street (local) and Third Street
        (local). Potential impacts to TH 60 still under review by MnDOT.
       Water/Sewer: Extension from Third Street watermain & TH 60 sanitary main; capacity
        confirmed by City Engineer. See C4.1 Utility Plan for onsite details.
       Stormwater/Drainage: The project will tie into existing stormwater catch basins located on
        Third Street and State Street per City standards;
       Pedestrian Access: Sidewalks are planned on western, eastern, and southern edge of the 38-
        unit apartment building per site plan. See Site Plan C2.1.
       Grading Plan & Soil Erosion Control Plan: Conceptually reviewed. See Plan C3.1.

4. Staff Analysis

       Zoning Compliance: The proposed lot meets or exceeds the R-3 minimum lot size and
        frontage requirements.
       Street Layout: State Street, Huseth Street and Third Street will continue to be the primary
        access points for both lots with adjacent parking lots and on-street parking areas to support
        the uses.
       Recreation Plan: A floor by floor site plan showing each unit patio/balcony and common
        room spaces on the 2nd and 3rd floors with 2,582 S.F. of recreational area has been received as
        part of the updated packet.
       Landscape Plan: A landscape plan was submitted as part of the plan set and includes the
        location of 21 trees and all seeded and sodded areas and rock mulch areas. See Landscape
        Plan; L2.1.
       Environmental Considerations: None known
       Site Plan: Including building location, dimension, and elevations, circulation plans, parking,
        and trash areas has been submitted. See Site Plan C2.1.


                                                                                                          150
Page:   3

5. Public Comment Summary

       Neighborhood Notification: All property owners within 350' feet of this property were
        notified within ten days of the public hearing and published in the paper on July 22, 2026,
        that a public hearing was held on August 4, 2026 for this preliminary plat request.

       Response: There were numerous responses during the hearing for this application and
        additional submittal requirements that were not met so the Planning Commission tabled the
        discussion and continued the hearing until their next meeting to be held on September 1 st.

6. Staff Recommendation

Approval with Conditions

       See attached resolution for a full list of conditions

7. Planning Commission Findings

   1. Adequate public facilities and services will be available to serve the development.
   2. The project incorporates sidewalks and will contribute to pay a park dedication fee that will
      support park facilitates for the City. Such fees may be subject to adjustments, pending final
      decision of the residential density variance and the final development agreement.

8. Attachments

       Architectural Elevation (Nile Architects)
       Preliminary Plat and Preliminary Construction Documents
       Resolution 2026-25 Approval of the Preliminary Plat




                                                                                                      151
                                                                 AGENDA ITEM NO.
                                                                 VIIE.


Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                       September 8, 2026

SUBMITTED BY:               Holli Gudknecht, Engineering

ITEM TYPE:                  Engineering

AGENDA SECTION:             ENGINEERING

SUBJECT:                    Resolution 2026-26: Parking Variance for Kenyon Crossings

SUGGESTED ACTION:           See Attachments

                            Requested Action: Approve Resolution 2026-26

ATTACHMENTS:
DOCSOPEN-#1116741-v2-Resolution_2026-26_Parking_Variance_Kenyon_Crossings_v1.DOC
Parking Variance Application Materials.pdf
Parking Variance Staff Report_v2.pdf




                                                                                        152
                                      RESOLUTION NO. 2026-26

                                        CITY OF KENYON
                                      COUNTY OF GOODHUE
                                      STATE OF MINNESOTA

                   RESOLUTION APPROVING A PARKING VARIANCE OF
                    LOT 1 BLOCK 1 KENYON CROSSINGS SUBDIVISION


       WHEREAS, the City of Kenyon (the “City”) has received a parking variance from Kenyon
Real Estate 2 LLC. for the City of Kenyon, Minnesota (“Developer”) and has considered the same
pursuant to Chapter 565 of the Kenyon City Code; and

        WHEREAS, the Subdivider has represented that it has clear title ownership of the Property;
and

     WHEREAS, this matter was reviewed and a public hearing was held by the Planning
Commission at its meeting on August 4, 2026 and continued to September 1, 2026; and

       WHEREAS, the public hearing and notice requirements of Minn. Stat. § 462.358, Subd. 3b
have been fulfilled and satisfied by the City; and

       WHEREAS, the written materials, including exhibit and a narrative concerning the
submitted parking variance necessary to develop the Property, were considered and reviewed by the
Planning Commission; and

        WHEREAS, the Kenyon Board of Adjustment provided the following findings of fact:

  1.   The proposed 38-unit apartment is in harmony with the general purposes and intent of the
  Zoning Code largely meeting standards found in R-3 Zoning Districts and additional standards
  found in the performance standards sections.

  2.    From the Economic / Community Development Goal #2 – Support and encourage the
  efforts of private sectors in businesses. Allowing a parking variance due to site limitations
  directly supports a project that will provide multi-family housing to citizens of Kenyon while
  also encouraging private sector business.

  3.    To continue to use the site as a multi-family housing use is a reasonable use for the size
  and location of the lot that has historically been used for this type and intensity of use. Given
  that the site meets most other standards in City Code, allowing flexibility in parking standards,
  would alleviate the practical difficulty of the site’s limitations while allowing the site to continue
  to serve as future housing.


                                                   1
DOCSOPEN\KE215\20\1116741.v2-9/2/26
                                                                                                           153
  4.      The unique circumstances for this area are:
          a.    Portions of the building, parking, sidewalks, and driveways have been there for
                more than 45 years, and the surrounding neighborhood has developed around this
                block. Over the years, the site as been used as senior housing, assisted living, and
                apartments.
          b.    The existing, aged building, utilities, and site plan elements should be removed and
                updated to meet current building codes and safety standards.
          c.    To allow for the construction of a similar sized building, now considered an infill
                development project, does create a unique circumstance for this site.
          d.    The lot is uniquely and significantly larger than the surrounding single family home
                sites in the area.

  5. As provided by the Unit Matrix by the applicant, there will be a total of 62 bedrooms
  within the 38-unit apartment building with 68 total parking stalls. Per code, senior housing is
  allowed to have one parking stall per unit. Given that at least some of these units might serve
  seniors and that there will be more than one parking stall per bedroom; the variance requested
  would alleviate the practical difficulty of the limited on-site and adjacent parking spaces.

  6. The proposed 38-unit apartment is planned to have 48 on-site parking stalls and 20
  parking stalls off-site just east of the site adjacent to State Street. Given the parking standards
  along with the historic and current aerials, this site has been highly developed with a large
  building and existing parking for over 45 years. Removing the current building that was in
  part, seen in the 1971 aerial, demonstrates that this level of parking is in harmony with the
  essential character of the neighborhood.

        NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Kenyon,
Minnesota, that the recitals in this Resolution are integral to this Resolution and, where applicable,
constitute the findings of the City Council.

        NOW THEREFORE, BE IT FURTHER RESOLVED by the City Council of the City of
Kenyon, Minnesota, that the parking variance and supplementary data and documents as required
by Chapter 565 of the Kenyon City Code and as submitted by the Subdivider, are found to be
consistent with and in conformity with Chapter 565 of the Kenyon City Code and Minnesota
Statutes, subject to completion of the following conditions:

       1. The owner must enter into a development agreement with limited use provisions for the use
          of parking within the public right of way for State Street and 3rd Street.

       NOW THEREFORE, BE IT FURTHER RESOLVED by the City Council of the City of
Kenyon, Minnesota, that the City Council authorizes and directs City Staff and City Consultants to
take all additional steps and actions necessary or convenient to accomplish the intent of this
Resolution. That may include necessary minor amendments to the plat and other documents.



                                                   2
DOCSOPEN\KE215\20\1116741.v2-9/2/26
                                                                                                         154
       NOW THEREFORE, BE IT FINALLY RESOLVED by the City Council of the City of
Kenyon, Minnesota, that the City Council authorizes and directs the Mayor and City Administrator
to take all necessary actions and to execute all appropriate documents to effectuate the approvals
contemplated by this Resolution.


        Approved this __ day of _________ 2026.


                                             _________________________________________
                                             Don Kirchmann, Mayor

ATTEST:

___________________________________
Scott Lehner, City Administrator




                                                3
DOCSOPEN\KE215\20\1116741.v2-9/2/26
                                                                                                     155
156
                                                                                                          08/21/2026




Scott Lehner, City Administrator
City of Kenyon
709 2nd St
Howard Lake, MN 55946


RE:        Variance Request for Proposed Parking Count
           Kenyon Crossings Apartment Project


Dear Mr. Lehner:

We are requesting a variance from the off-street parking requirements of the Kenyon Zoning Code for the proposed
38-unit Kenyon Crossings apartment project located at Gunderson Boulevard and State Street in the City of Kenyon.
The proposed development requires 76 parking spaces under the City's requirement of two parking spaces per
dwelling unit. The project proposes 68 parking spaces, resulting in a requested reduction of eight spaces.

The purpose of this request is to demonstrate that the proposed parking supply is sufficient to serve the anticipated
parking demand of the development, that the unique characteristics of the property create practical difficulties with
strict application of the parking requirement, and that the requested variance will not adversely affect neighboring
properties or alter the essential character of the surrounding neighborhood.

Request
Kenyon City Code requires two off-street parking spaces per apartment dwelling unit. For the proposed 38-unit
apartment building, this results in a requirement of 76 parking spaces. The proposed development provides 68
designated parking spaces, representing a reduction of eight spaces, or approximately 10.5 percent below the City's
parking requirement (1.8 spaces per unit).

The proposed parking supply is distributed throughout the development and includes:
    • 20 spaces within a new parking lot located behind the proposed apartment building;
    • 22 new on-street spaces along State Street;
    • 6 spaces within the existing on-street parking along 3rd Street that will be reconfigured as part of the
        project
    • 20 spaces within the existing parking lot located across State Street.

This provides a total of 68 parking spaces serving the proposed apartment building. The updated parking exhibit
included with this request illustrates the location and distribution of these spaces.

Practical Difficulties and Unique Circumstances
The requested variance results from the unique characteristics of this redevelopment property and the existing
development pattern surrounding it. The project involves redevelopment of an established property that is already

14260 23rd Avenue N. • Plymouth, Minnesota • 55447                                                               1
Ph. 763.340.0699 • Email toddo@landandresource.com
                                                                                                                        157
substantially developed and surrounded by public streets and existing development. The existing property contains
an apartment building that will remain, while the vacant portion of the existing building will be removed and replaced
with a new 38-unit apartment building. The existing property is served by established public infrastructure and an
existing network of on-site, on-street, and off-site parking resources.

The site configuration limits opportunities to accommodate additional surface parking without significantly altering the
proposed site layout. The proposed parking plan has incorporated parking opportunities throughout the property and
within the surrounding existing parking network. The existing parking lot across State Street has historically served
the property and will continue to provide 20 spaces for the proposed apartment building. The existing apartment
building will also continue to utilize portions of the shared parking system.

These circumstances are specific to this established redevelopment site and are not simply a result of the applicant
choosing to provide less parking. Rather, the property is constrained by its existing development pattern, surrounding
streets, existing buildings, and established parking configuration.

Projected Parking Demand
The applicant has evaluated anticipated parking demand based on the number of bedrooms proposed within the
development. The 38-unit apartment building contains a total of 62 bedrooms.

As a conservative planning assumption, the applicant anticipates approximately one vehicle per bedroom, resulting
in an estimated parking demand of approximately 62 vehicles, with some variation possible depending on individual
household circumstances. Using this conservative assumption, the proposed 68 parking spaces provide
approximately six spaces above the anticipated parking demand.

The comparison is as follows:
                                               Parking Spaces
Required by City Code                            76
Estimated demand based on 1 vehicle per bedroom 62
Proposed parking supply                          68
Proposed supply above estimated demand           6

The City's requirement of 76 spaces would therefore provide approximately 14 spaces more than the estimated
parking demand based on the conservative one-vehicle-per-bedroom assumption. Sixty-eight spaces strike a
reasonable balance between accommodating anticipated resident parking demand and efficiently utilizing the limited
area available on the redevelopment site. The parking ratio provided (1.8 spaces per unit) is adequate and slightly
higher than parking ratios provided on similar sites in similar demographic areas, which adequately serve the facilities.

The proposed parking supply is not intended to eliminate the possibility that some residents may own multiple
vehicles. Rather, the one-vehicle-per-bedroom assumption provides a conservative basis for evaluating actual
demand and demonstrates that the proposed supply provides a reasonable amount of additional capacity above the
anticipated demand.

Harmony with the General Purposes and Intent of the Zoning Code
The requested variance is in harmony with the general purposes and intent of the zoning regulations because it
continues to provide adequate parking for the proposed residential use while recognizing the practical characteristics


Jed Schmidt, Forty7, LLC, Woodlane Drive Single-Familty Residential Development                                    2
City of Woodbury, Washington County, Minnesota                                                                              158
of an established redevelopment site. By providing adequate parking for the proposed units, it is in line with the intent
of the zoning regulation in that it protects the new residents and existing residents from potential harmful impacts.


The variance does not eliminate the City's parking requirement or result in an absence of dedicated parking. Instead,
it reduces the required number of spaces by eight while providing 68 spaces for 38 apartment units. The proposed
parking is distributed among on-site parking, newly created on-street parking, reconfigured existing on-street parking,
and an established parking lot immediately across State Street.

The proposed arrangement allows the property to continue functioning as a residential development with a substantial
supply of parking while avoiding the need to devote additional site area to parking that is not anticipated to be
necessary to meet resident demand.

Consistency with the Comprehensive Plan
The proposed variance is consistent with the City's Comprehensive Plan. The Economic and Community
Development Goals identify the importance of stimulating the redevelopment of under-utilized sites and the
development of vacant land and buildings. The Plan also recognizes the importance of housing availability to the
community.

The proposed development advances these objectives by redeveloping an underutilized portion of an established
property with new multifamily housing. The parking variance supports that redevelopment by allowing the property to
be efficiently utilized while continuing to provide a substantial amount of parking to serve the new residential units.
The proposed development also makes use of existing infrastructure and established parking resources rather than
requiring the redevelopment site to be expanded or substantially reconfigured.

Reasonable Use of the Property
The proposed use of the property as a 38-unit apartment building is a reasonable use of property that is already
zoned R-3 Multi-Family Residence. The existing property is already developed with multifamily residential use, and
the proposed project will retain the existing apartment building while redeveloping the vacant portion of the property
with additional multifamily housing.

The requested variance is limited to the number of parking spaces and does not request authorization for a use that
is otherwise prohibited by the zoning district. The project will continue to provide designated parking for residents and
will maintain the established parking resources serving the property.

The proposed 68 spaces, combined with the anticipated demand of approximately 62 vehicles, demonstrate that the
property can reasonably accommodate the proposed residential use without providing the full 76 spaces required by
the ordinance.

Please note this proposal redevelops a blighted and abandoned building that is in disrepair and is likely a safety
hazard. Reasonable flexibility to transition to an economically feasible project that is safe, attractive and functions
properly is a significant improvement for the residents in the area and the community as a whole.

Minimum Variance Necessary
The requested variance is the minimum variance necessary to address the practical difficulties associated with the
property. The proposed supply is approximately 1.8 parking spaces per dwelling unit and provides six spaces above
the estimated demand of 62 vehicles. The additional eight spaces required by code would provide parking capacity

Jed Schmidt, Forty7, LLC, Woodlane Drive Single-Familty Residential Development                                    3
City of Woodbury, Washington County, Minnesota                                                                              159
substantially beyond anticipated demand while requiring additional area of the redevelopment site to be dedicated to
surface parking.

The requested variance allows the applicant to provide a reasonable parking supply while avoiding the need to
provide parking spaces that are not reasonably anticipated to be needed by the development.


Neighborhood Character and Impact on Adjacent Properties
The applicant recognizes that a primary concern with a reduced parking variance is the potential for residents to park
on surrounding streets, particularly in front of neighboring single-family homes. The proposed parking plan has been
designed with this concern in mind.

The development provides 68 designated parking spaces for the proposed 38 units, which is approximately six spaces
more than the anticipated demand based on the conservative one-vehicle-per-bedroom assumption. Parking is also
distributed among several locations, providing residents with multiple convenient parking options rather than
concentrating all parking in a single area. The updated parking exhibit identifies 20 spaces in the new parking lot, 22
new on-street spaces along State Street, 6 reconfigured on-street spaces along 3rd Street, and 20 spaces in the
existing parking lot across State Street.

Because the proposed supply exceeds the actual parking demand, the applicant does not anticipate that the
requested eight-space reduction will result in a parking shortage that would routinely shift resident parking onto
surrounding residential streets and accounts for parking necessary for mail and package delivery, food delivery and
visitors.

The proposed development will also continue an established pattern of using shared parking resources that has
historically served the property. The project therefore does not introduce a fundamentally different parking pattern to
the neighborhood.

The variance will not alter the essential character of the surrounding neighborhood. The project is a redevelopment
of an existing developed property, and the surrounding area already contains a mix of single-family and multifamily
residential uses. The proposed parking arrangement is compatible with the established urban character of the area
while providing adequate parking resources for the new residential development.

Conclusion
The proposed 38-unit Kenyon Crossings apartment project requires 76 parking spaces under the City's two-spaces-
per-unit standard and proposes 68 spaces. The applicant respectfully requests a variance allowing the proposed 68-
space parking supply.

The requested reduction is supported by the unique characteristics of the established redevelopment property, the
existing network of parking resources serving the site, and the anticipated parking demand of the proposed
development. With 62 bedrooms, the applicant conservatively estimates parking demand at approximately 62
vehicles based on an assumption of one vehicle per bedroom. The proposed 68 spaces therefore provide
approximately six spaces above anticipated demand.

The requested eight-space reduction is limited in scope and allows the property to be efficiently redeveloped with
new multifamily housing while avoiding the need to provide parking beyond what is reasonably anticipated to be


Jed Schmidt, Forty7, LLC, Woodlane Drive Single-Familty Residential Development                                  4
City of Woodbury, Washington County, Minnesota                                                                            160
necessary. The proposed parking arrangement also provides multiple parking options and is not expected to result
in a parking shortage that would shift resident parking onto neighboring residential streets.

For these reasons, the applicant believes the requested variance is in harmony with the intent of the zoning
regulations, consistent with the City's Comprehensive Plan, represents a reasonable use of the property, responds
to the unique circumstances of the site, constitutes the minimum variance necessary to address the practical
difficulties, and will not alter the essential character of the surrounding neighborhood.

An exhibit is included on the next page to illustrate the proposed parking.

Sincerely,




Land & Resource Consulting, Inc.
Todd J. Olin, President




Jed Schmidt, Forty7, LLC, Woodlane Drive Single-Familty Residential Development                             5
City of Woodbury, Washington County, Minnesota                                                                      161
                                                                                                                                                                                                                  162



                                                                            Gunderson Blvd




                                                                                                                                                      Variance Parking Exhibit
                                             New Parking Lot                                                                                          Kenyon Crossings
                                             Proposed Apt: 20 spaces
                                                                                                                     New On Street Parking
                                                                                                                     Proposed Apt: 22 spaces          Date: 08/21/2026
                                                                                                                                                      City: Kenyon, MN
                                                                                             Proposed
                                                                                            Apartments
Existing Lot - Shared Parking
Total Spaces = 32
                                                                                              38 Units
                                                                                                                                                      Required Parking
Gunderson Apt = 22 spaces
Ex. Clinic = 10 spaces                                                                                                                                2 Stalls / Dwelling Unit


                                                                                                             State Street
                                                                                                                                                      Proposed Apartment: 76 spaces
                                                                                                                                                      Gunderson Apartments: 40 spaces

                                                                                                                                                      Provided Parking
                      Gunderson Apartments
                            20 Units                                                                                                                  Proposed Apartment: 68 spaces
                                                                                                                                                      Gunderson Apartments: 40 spaces




                                                                                                                                                      Legend
                                                                                     Third Street
                                                                                                              Existing Parking Lot - Shared Parking                  Proposed Apartment and Designated Parking
                                                                                                              Total Spaces = 29
                                                                       Shared Existing On-Street Parking      Proposed Apt: 20 spaces                                Gunderson Apartment and Designated Parking
                                                                       (reconfigured for proposed project)    Gunderson Apt = 9 spaces
                                                                       Total Spaces = 10                                                                             Existing Clinic and Designated Parking
                                                                       Proposed Apt = 6
                                                                       Gunderson Apt = 4




                                Existing Clinic                                                                                                                                 60 scale
                                                                                                                                                      N
                                                                                                                                                             0                      60             120



            ALLEY


                                                                                                                                                       14260 23rd Ave N     763-340-0699
                                                                                                                                                        Plymouth, MN
                                                                           MEMORANDUM
Date:                      August 24, 2026
To:                        Kenyon Planning Commission
From:                      Kristi Trisko, AICP, PMP
Subject:                   127 Gunderson Boulevard – (R-3) Parking Variance

 Project Name: Kenyon Crossing Apartment (38-units) Parking Variance
 Meeting Date: September 1, 2026
 Applicant: Kenyon Real Estate 2 LLC.
 Engineer/Surveyor: Land & Resource Consulting & Bohlen Surveying
 Location: 127 Gunderson Boulevard – intersection of Gunderson Boulevard and State Street
 Zoning: R-3 (Multi-Family Residential)

1. Project Description

The Kenyon Real Estate 2 LLC., (Todd Olin and Brett Reese) are proposing to develop a 38-unit
apartment building. Per code, that would require 76 (38 x 2) parking stalls. The Variance Request
Letter shows 68 parking stalls. As the site plan falls eight parking stalls short, a variance must be
approved prior to approving a building permit.

Code: 520.35 Parking: Subd. 7 (b) Apartment and condominium two spaces per dwelling unit.
Additional standards in 520.33 Subd. 3 requires one parking stall to be in a garage or in an off-street
surface lot, with hard surface
parking areas.

Variance Details: Per the
Parking Variance Exhibit, 68
parking stalls will be located in
four areas surrounding the
building. See Figure 1.




                                                             Figure 1 - Parking Variance Exhibit

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                                                                                                                                163
Page:   2

2. Site Details:

       Zoning: R-3
       Future Use: Mul -Family Residen al
            o Density: 38 units / 1.0 Acres
       Current Lot Coverage / Uses: The current
        building covers most of the exis ng two lots.
        Exis ng parking is located on the south side of
        the building and across the street. See Exhibit
        2.                                                                                           Parking

       Historical Land Use of the Site:                                           Parking
        In 2023 and 2024, this site was categorized by
        Goodhue County as 4A-Apartment 4 or More               Parking
        Units and a Nursing Home. The building and                             Parking
        parking was largely in place by 1971. See
        Figure 3 & 4 below.
                                                          Figure 2 - Existing Parking and Current Aerial




            Figure 3- 1951 Historic Aerial Photo          Figure 4 - 1971 Historic Aerial Photo

       38-Unit Apartment Matrix: 62 total bedrooms
           o 14 Units (37% of total) = One bedroom
           o 24 Units (63% of total) = Two bedrooms




                                                                                                           164
Page:     3

3. Staff Analysis

Zoning Compliance: The combined lot with the new 38-unit apartment building largely meets the R-
3 multi-family code standards minus the two other variances which are part of this application.

         Parking Standards: 76 parking stalls required, 68 provided = 8 parking stalls must be
          approved – Variance NEEDED
              o   Additional parking standards – Nursing homes, convalescent, assisted living, and
                  senior citizen housing, and congregate care facilities and rest home must provide one
                  stall per dwelling unit.
         Parking Summary: Total parking stalls provided 68 parking lots for 62 total bedrooms. Senior
          Housing per code requires one parking stall per unit.
             o With 14 single bedroom units, some units will likely be for seniors or single persons.
             o Two (2) parking stalls per unit is a higher standard than some ci es. 1.5 parking stalls
                 per apartments is a typical standard.
             o Allowing slightly more than 1 parking stall per bedroom is a reasonable standard.


4. Public Comment Summary

         Neighborhood Notification: All property owners within 350' feet of this property were
          notified within ten days of the public hearing and published in the paper on July 22, 2026,
          that a public hearing was held on August 4, 2026, for this variance request.

         Response: Numerous parking concerns were raised and the public hearing was extended till
          the next Planning Commission meeting to be held on September 1, 2026.

5. Staff and Board of Adjustments -Considered Findings:

        The variance is in harmony with the general purposes and intent of this Chapter;

           ►      Finding: The proposed 38-unit apartment is in harmony with the general purposes
                  and intent of the Zoning Code largely meeting standards found in R-3 Zoning Districts
                  and additional standards found in the performance standards sections.
        The variance is consistent with the comprehensive plan;

           ►      Finding: From the Economic / Community Development Goal #2 – Support and
                  encourage the efforts of private sectors in businesses. Allowing a parking variance
                  due to site limitations directly supports a project that will provide multi-family housing
                  to citizens of Kenyon while also encouraging private sector business.

        The applicant proposes to use the property in a reasonable manner not permi ed by this code;

           ►      Finding: To continue to use the site as a multi-family housing use is a reasonable use
                  for the size and location of the lot that has historically been used for this type and


                                                                                                               165
Page:    4

                 intensity of use. Given that the site meets most other standards in City Code, allowing
                 flexibility in parking standards, would alleviate the practical difficulty of the site’s
                 limitations while allowing the site to continue to serve as future housing.

       Unique circumstances apply to the property, which do not apply to other proper es in the same
        zone or vicinity and result from lot size or shape, topography, or other circumstances over which
        the owner of the property since the enactment of this Chapter has had no control. The unique
        circumstances do not result from the ac ons of the applicant;

          ►      Finding: The unique circumstances for this site are;

                   Portions of the building, parking, sidewalks, and driveways have been there for
                    more than 45 years, and the surrounding neighborhood has developed around this
                    block. Over the years, the site has been used as senior housing, assisted living, and
                    apartments.
                   The existing, aged building, utilities, and site plan elements should be removed and
                    updated to meet current building codes and safety standards.
                   To allow for the construction of a similar sized building, now considered an infill
                    development project, does create a unique circumstance for this site.
                   The lot is uniquely and significantly larger than the surrounding single family home
                    sites in the area.

       That the variance requested is the minimum variance which would alleviate the prac cal
        difficul es. Economic condi ons alone do not cons tute prac cal difficul es.

          ►      Finding: As provided by the Unit Matrix by the applicant, there will be a total of 62
                 bedrooms within the 38-unit apartment building with 68 total parking stalls. Per code,
                 senior housing is allowed to have one parking stall per unit. Given that at least some
                 of these units might serve seniors and that there will be more than one parking stall
                 per bedroom; the variance requested would alleviate the practical difficulty of the
                 limited on-site and adjacent parking spaces.

       The variance does not alter the essen al character of the neighborhood; and

          ►      Finding: The proposed 38-unit apartment is planned to have 48 on-site parking stalls
                 and 20 parking stalls off-site just east of the site adjacent to State Street. Given the
                 parking standards along with the historic and current aerials, this site has been highly
                 developed with a large building and existing parking for over 45 years. Removing the
                 current building that was in part, seen in the 1971 aerial, demonstrates that this level
                 of parking is in harmony with the essential character of the neighborhood.




                                                                                                            166
Page:   5

6. Staff and Board of Adjustments -Recommended Conditions:

        1. The owner must enter into a development agreement with limited use provisions for the
            use of parking within the public right of way for State Street and 3 rd Street.

7. Board of Adjustments Action:

       The Board of Adjustments (Planning Commission) must forward their findings to City Council
        for review and decision. See a ached Parking Code Variance Resolu on 2026-26.

8. Attachments:
       Variance Request Parking Submittal; 2026-08-21
       Resolution 2026-26 Approval for Parking Variance




                                                                                                    167
                                                                  AGENDA ITEM NO.
                                                                  VIIF.


Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                        September 8, 2026

SUBMITTED BY:                Holli Gudknecht, Engineering

ITEM TYPE:                   Engineering

AGENDA SECTION:              ENGINEERING

SUBJECT:                     Resolution 2026-27: Residential Density Variance for Kenyon
                             Crossings

SUGGESTED ACTION:            See Attachments

                             Requested Action: Approve Resolution 2026-27

ATTACHMENTS:
DOCSOPEN-#1116742-v2-Resolution_2026-
27_Residential_Density_Variance_Kenyon_Crossings_v3.DOC
Residential Density Variance Application Materials.pdf
Residential Density Variance Staff Report_v2.pdf




                                                                                           168
                                          RESOLUTION NO. 2026-27

                                             CITY OF KENYON
                                           COUNTY OF GOODHUE
                                           STATE OF MINNESOTA

                  A RESOLUTION APPROVING A RESIDENTIAL DENSITY VARIANCE
                       OF LOT 1 BLOCK 1 KENYON CROSSINGS SUBDIVISION


       WHEREAS, the City of Kenyon (the “City”) has received a residential density variance from Kenyon
Real Estate 2 LLC. for the City of Kenyon, Minnesota (“Developer”) and has considered the same pursuant to
Chapter 565 of the Kenyon City Code; and

        WHEREAS, the Subdivider has represented that it has clear title ownership of the Property; and

       WHEREAS, this matter was reviewed and a public hearing was held by the Planning Commission at its
meeting on August 4, 2026 and continued to September 1, 2026; and

         WHEREAS, the public hearing and notice requirements of Minn. Stat. § 462.358, Subd. 3b have been
fulfilled and satisfied by the City; and

       WHEREAS, the written materials, including exhibit and a narrative concerning the submitted parking
variance necessary to develop the Property, were considered and reviewed by the Planning Commission; and

        WHEREAS, the Kenyon Board of Adjustment provided the following findings of fact:

        1. The residential density variance allows the property to continue to be used in a similar manner as it has
           been for over 45 years. Current zoning standards make this redevelopment site difficult as current
           standards were not in place when the block was developed. The proposed development is in harmony
           with the overall pattern of development for this block as can be seen in historic photos from as far
           back as 1971.
        2. From the Economic / Community Development Goal #2 – Support and encourage the efforts of
           private sectors in businesses. Allowing this 38-unit apartment complex to be constructed does support
           and encourage private sector businesses as well as help to answer the statewide housing crisis and
           therefore, is consistent with the goals of the comprehensive plan.
        3. The demolition of a non-conforming multi-family/senior residential building to rebuild a new
           facility following current building code standards improves the overall conformance to numerous
           current city standards. The proposed development also proposed to cover approximately 4,400 SF
           less space within the lot. The proposed project allows this site to be reused for a similar purpose as
           it has historically been used which is a reasonable expectation. If not for this variance, given
           current density standards, this project cannot move forward.
        4. The unique circumstances for this site are:
               a. The building and site development has been in place for more than 45 years. The
                    surrounding neighborhood has developed around this block. The site’s large, connected


                                                         1
DOCSOPEN\KE215\20\1116742.v2-9/2/26
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                    building covering a large percentage of the lot, has been used as senior housing, assisted
                    living, and apartments.
               b. To allow for the construction of a similar sized building, now considered an infill
                    development project, does create a unique circumstance for this site in terms of the overall
                    size of the site now surrounded by streets and development and in terms of the historically
                    dense residential use for the site.
               c. The lot is uniquely and significantly larger than the surrounding single family home sites in
                    the area.
        5. Lack of multi-family housing is a nationwide and statewide housing crisis. Constructing the
           Kenyon Crossings Apartment complex will significantly reduce future housing needs in the city.
           Also, the proposed development’s residential density and intensity is similar to the historic use of
           the site. Finally, required offsite parkland dedication fees will provide additional financial support
           for recreational facilities and parkland and park facilities that can be used by tenants of this facility
           further offsetting the need for open space within this infill site. Allowing a residential density
           variance to build the proposed 38-unit apartment complex will alleviate the practical difficulties for
           this site.
        6. Given the current building and overall site development along with the historic and current aerials,
           this site has been highly developed with a large building and existing sidewalks, driveways and
           parking for over 45 years. The proposed building and site development is in harmony with the
           essential character of the neighborhood.

         NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Kenyon, Minnesota, that the
recitals in this Resolution are integral to this Resolution and, where applicable, constitute the findings of the City
Council.

       NOW THEREFORE, BE IT FURTHER RESOLVED by the City Council of the City of Kenyon,
Minnesota, that the residential density variance and supplementary data and documents as required by
Chapter 565 of the Kenyon City Code and as submitted by the Subdivider, are found to be consistent with and in
conformity with Chapter 565 of the Kenyon City Code and Minnesota Statutes, subject to completion of the
following conditions:

        1.       A park dedication fee shall be required for this development. The fee shall be calculated
                 using the minimum lot area per dwelling unit required by the City Code without the
                 approved residential density variance, rather than the reduced lot area per dwelling unit
                 authorized by the variance. The final fee shall be established in the Development
                 Agreement for Kenyon Crossings.

      NOW THEREFORE, BE IT FURTHER RESOLVED by the City Council of the City of Kenyon,
Minnesota, that the City Council authorizes and directs City Staff and City Consultants to take all additional steps
and actions necessary or convenient to accomplish the intent of this Resolution. That may include necessary
minor amendments to the plat and other documents.

       NOW THEREFORE, BE IT FINALLY RESOLVED by the City Council of the City of Kenyon,
Minnesota, that the City Council authorizes and directs the Mayor and City Administrator to take all necessary
actions and to execute all appropriate documents to effectuate the approvals contemplated by this Resolution.


                                                          2
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                                                                                                                       170
        Approved this ___ day of _________ 2026.


                                           _________________________________________
                                           Don Kirchmann, Mayor
ATTEST:


___________________________________
Scott Lehner, City Administrator




                                                   3
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                                                                                       171
172
                                                                                                            08/21/2026




Scott Lehner, City Administrator
City of Kenyon
709 2nd St
Howard Lake, MN 55946


RE:        Variance Request for Minimum Lot Area
           Kenyon Crossings Apartment Project


Dear Mr. Lehner:

We are requesting a variance from the minimum lot area requirements of the Kenyon Zoning Code for the proposed
38-unit Kenyon Crossings apartment project located at Gunderson Boulevard and State Street in the City of Kenyon.
The proposed development involves subdividing an existing developed property to create a separate parcel for the
new apartment building.

The purpose of this request is to demonstrate that the proposed lot provides a reasonable and functional site for the
new apartment building, that the need for the variance results from the unique characteristics and existing
configuration of the property, and that the requested variance will not adversely affect surrounding properties or alter
the essential character of the neighborhood.

Request
The applicant requests a variance from Section 515.11, Subd. 4(b)(v) of the Kenyon Zoning Code to allow a 38-unit
apartment building on a newly created 0.99-acre parcel.

The R-3 Multi-Family Residence District requires a minimum lot area of 2,700 square feet per dwelling unit. For the
proposed 38-unit apartment building, this results in a required lot area of approximately 2.4 acres. The proposed new
parcel contains 0.99 acres.

The existing property will be divided into two parcels as part of the proposed redevelopment. The existing 20-unit
Gunderson Apartments will remain on a separate approximately 1.7-acre parcel, which exceeds the minimum lot area
required for the existing 20-unit apartment building. The requested variance therefore applies specifically to the newly
created parcel containing the proposed 38-unit apartment building.

The lot area exhibit included with this request illustrates the existing and proposed parcel configuration and
demonstrates that the existing apartment parcel will continue to meet the City's minimum lot area requirement, while
the new apartment parcel is the portion for which the variance is requested.




14260 23rd Avenue N. • Plymouth, Minnesota • 55447                                                                  1
Ph. 763.340.0699 • Email toddo@landandresource.com
                                                                                                                           173
 Practical Difficulties and Unique Circumstances
The requested variance results from the unique circumstances and existing configuration of this property. The
property is an established infill site containing an existing 20-unit apartment building and a former institutional building
that is currently vacant. The vacant building was previously occupied by a senior living facility and daycare and is
proposed to be removed and replaced with a new apartment building. The proposed development therefore
represents redevelopment and reinvestment within an existing developed area rather than development of a
previously undeveloped property.

The existing property has an established configuration bounded by Gunderson Boulevard, State Street, Third Street,
and an alley. The existing buildings, public streets, access points, and established infrastructure create a site
configuration that cannot be treated in the same manner as a large, undeveloped parcel where a new apartment
building could simply be placed on a larger lot.

As part of the redevelopment, the existing property will be divided so that the existing 20-unit apartment building and
proposed 38-unit apartment building are located on separate parcels. The existing apartment parcel will contain
approximately 1.7 acres and will meet the applicable minimum lot area requirement. The new apartment parcel will
contain 0.99 acres and is the subject of this variance request.

The property is also already served by municipal infrastructure, including public water, sanitary sewer, and storm
sewer. The proposed redevelopment can utilize this existing infrastructure rather than requiring the extension of new
infrastructure to serve a new development area.

The proposed development also reduces the amount of impervious surface on the property compared with the
existing condition. The existing property includes a substantially larger building footprint associated with the former
institutional use, while the proposed apartment building has a smaller footprint. As illustrated by the variance exhibit,
the proposed building occupies a smaller portion of the site even though the proposed apartment contains more
dwelling units than the existing apartment building.

Harmony with the General Purposes and Intent of the Zoning Code
The requested variance is in harmony with the general purposes and intent of the zoning regulations because the
proposed property will continue to be used for a permitted multifamily residential purpose within the R-3 Multi-Family
Residence District.

The variance does not authorize a use that is prohibited by the zoning district. Instead, it provides limited relief from
the dimensional requirement for a new residential parcel within an established multifamily residential area. Although
the proposed parcel is smaller than the lot area prescribed by the ordinance, the site will continue to provide the
physical improvements and infrastructure necessary to support the proposed residential use, including access,
parking, utilities, and stormwater management.

The proposed development also represents redevelopment of an underutilized portion of an existing property rather
than expansion of development into a new area. The applicant has designed the project to accommodate the
proposed apartment building, parking, access, landscaping, and other site improvements within the existing
developed area.

The variance therefore allows the City's dimensional standards to be applied in a manner that recognizes the
circumstances of an established infill property while maintaining the overall intent of the R-3 zoning district.


Jed Schmidt, Forty7, LLC, Woodlane Drive Single-Familty Residential Development                                       2
City of Woodbury, Washington County, Minnesota                                                                                 174
Consistency with the Comprehensive Plan
The requested variance is consistent with the City of Kenyon's Comprehensive Plan and its Economic and Community
Development Goals. The Comprehensive Plan encourages strategies to stimulate the redevelopment of under-
utilized sites and the development of vacant land and buildings. It also identifies the importance of housing availability
within the community and recognizes the need to utilize and improve existing community infrastructure to support
continued development.

The proposed Kenyon Crossings development directly supports these objectives by redeveloping the vacant portion
of an established property with new multifamily housing. Rather than leaving an underutilized institutional building
and site in place, the project reinvests in the property and creates additional housing within an existing residential
neighborhood.

The project also makes efficient use of existing public infrastructure. The property is already located within the
developed portion of the City and is served by existing public utilities and streets. Allowing the redevelopment to
proceed on the proposed parcel supports the Comprehensive Plan's objective of continued development and
utilization of existing community infrastructure.

The requested variance is therefore consistent with the City's broader objectives of redevelopment, housing
availability, and reinvestment in established areas.

Reasonable Use of the Property
The applicant proposes to use the property in a reasonable manner as a multifamily residential development.
The property is located in the R-3 Multi-Family Residence District, and multifamily residential development is
consistent with the zoning designation. The site has also historically accommodated multifamily residential and
institutional uses.

The proposed 38-unit apartment building will replace a vacant building that previously served a senior living and
daycare use. The project will therefore return an underutilized portion of the property to active use while providing
additional housing within an existing developed neighborhood.

The proposed lot is approximately 1.0 acres, but the development plan has been designed to accommodate the
apartment building and associated site improvements within the available area. The lot area exhibit specifically
illustrates that the proposed building footprint occupies a smaller portion of the site than the existing vacant building
footprint, despite the proposed building containing more dwelling units.

The requested variance therefore allows a reasonable multifamily residential use to occur on an established infill site
where strict application of the minimum lot area standard does not account for the existing physical configuration and
redevelopment circumstances of the property.

The previous use and configuration of the existing facility on this property provided limited access, no parking on site
and the building currently extends into the State St right-of-way. All of which may have been contributing factors on
why the existing facility is abandoned and in disrepair. The proposed configuration not only provides safe and
functional access, but it is also designed to function efficiently as a desirable place to live long into the future.




Jed Schmidt, Forty7, LLC, Woodlane Drive Single-Familty Residential Development                                     3
City of Woodbury, Washington County, Minnesota                                                                               175
Minimum Variance Necessary
The requested variance represents the minimum relief necessary to allow the proposed redevelopment and establish
separate parcels for the existing and proposed apartment buildings.

The existing 20-unit Gunderson Apartments will remain on a separate approximately 1.7-acre parcel, which satisfies
the applicable minimum lot area requirement. The variance is limited to the newly created approximately 1.0-acre
parcel containing the proposed 38-unit apartment building.

The applicant has not requested a reduction in the lot area of the existing apartment parcel. Instead, the proposed
subdivision preserves a conforming parcel for the existing apartment building while allowing the vacant portion of the
property to be redeveloped.

The site plan has also been designed to efficiently accommodate the proposed residential development and its
associated improvements. The proposed building has a smaller footprint than the existing vacant building, and the
development incorporates parking, access, utilities, and other site improvements within the proposed parcel.

The requested variance is therefore limited to the newly created parcel and is the minimum relief necessary to
facilitate the proposed redevelopment while maintaining the existing apartment property as a conforming parcel.

Neighborhood Character
Granting the variance will not alter the essential character of the surrounding neighborhood. The subject property is
already developed and is located within an established residential area. The surrounding neighborhood includes a
mix of multifamily residential, single-family residential, and civic/institutional uses. The proposed project will continue
the property's established residential character rather than introduce a new land use or development pattern.

The proposed 38-unit apartment building will replace an existing vacant institutional building and will be located within
the existing developed area of the City. The proposed lot size also does not, by itself, determine the visual character
or intensity of development experienced by neighboring properties. The site plan incorporates the building, parking,
access, landscaping, and other improvements within the proposed parcel, and the proposed building footprint is
smaller than the footprint of the existing vacant building. The proposed development therefore represents
reinvestment and redevelopment within an established neighborhood and is not expected to adversely alter the
character of surrounding properties.

Conclusion
The applicant respectfully requests approval of the variance to allow the proposed 38-unit apartment building to be
located on the 0.99-acre parcel created through subdivision of the existing property. The requested variance is
supported by the unique circumstances of the property, including its established development pattern, existing
buildings, public street configuration, existing infrastructure, and the need to redevelop the vacant portion of the
property while retaining the existing 20-unit apartment building on a separate conforming parcel.

The proposal represents a reasonable use of property zoned for multifamily residential development, advances the
City's objectives for redevelopment and housing, and makes efficient use of existing public infrastructure. The
proposed building also has a smaller footprint than the existing vacant building, demonstrating that the redevelopment
does not require a larger physical building footprint simply because the proposed number of dwelling units is greater.

The requested variance is limited to the newly created parcel and does not affect the conforming lot containing the
existing Gunderson Apartments. The proposed development will remain compatible with the established residential

Jed Schmidt, Forty7, LLC, Woodlane Drive Single-Familty Residential Development                                      4
City of Woodbury, Washington County, Minnesota                                                                                176
character of the neighborhood and will not introduce a new or incompatible land use. For these reasons, the applicant
believes the requested variance satisfies the City's variance criteria and respectfully requests approval of the
minimum lot area variance for the proposed 38-unit apartment building.

An exhibit is included on the next page to illustrate the lot size.


Sincerely,




Land & Resource Consulting, Inc.
Todd J. Olin, President




Jed Schmidt, Forty7, LLC, Woodlane Drive Single-Familty Residential Development                                5
City of Woodbury, Washington County, Minnesota                                                                          177
                                                                         Gunderson Blvd                                                                                                                          Gunderson Blvd                                     178




                                                                                                                                                                                                                                   Proposed
                                                                                                                                                                                                                                  Apartments
                                                                                                                                                                                                                                    38 Units

                                                                             Existing Building (Vacant)



                                                                                                                           State Street                                                                                                                            State Street

                           Gunderson Apartments                                                                                                                     Gunderson Apartments
                                 20 Units                                                                                                                                 20 Units




                                                                                 Third Street                                                                                                                               Third Street


                                                                                                                                                                                                             New Lot Area:
                                                                                                                                                                                                             Required Lot Size: 2.2 acres
                                                                                                                                                                                                             Provided Lot Size: 1.0 acres
                                                                     Existing Conditions
                                                                     Lot Area: 2.8 acres
                                                                                                                                                                                                    Remnant Parcel Area
                                                                                                                                                                                                    Required Lot Size: 1.2 acres
                                                                                                                                                                        Existing Clinic
                                                                                                                                                                                                    Provided Lot Size: 1.7 acres




                   ALLEY
                                                                                        Existing Condition                                                 ALLEY                                                                Proposed Condition
Variance Lot Area Exhibit                         Required Lot Area for R-3 Zoning District           Reduced Lot Area for New Apartment
                                                                                                                                                                                                  60 scale
Kenyon Crossings                                  2,700 sf / Dwelling Unit                            The required lot size for the new lot is 2.4 acres and 1.0
                                                                                                                                                                                          N
                                                                                                      acre is provided. While the density of the new apartment is
Date: 08/21/2026                                                                                      higher than the existing building, the building footprint
                                                                                                                                                                                              0     60                120
                                                                                                                                                                                                                                 14260 23rd Ave N   763-340-0699
                                                                                                                                                                                                                                  Plymouth, MN
City: Kenyon, MN                                                                                      occupies a smaller portion of the site.
                                                                            MEMORANDUM
Date:                      August 24, 2026
To:                        Kenyon Planning Commission
From:                      Kristi Trisko, AICP, PMP
Subject:                   127 Gunderson Boulevard – (R-3) Residential Density Variance



 Project Name: Kenyon Crossing Apartment (38-units)
 Residential Density Variance
 Meeting Date: September 1, 2026
 Applicant: Kenyon Real Estate 2 LLC.                                                                                                                   ∓ 34,990 SF.

 Engineer/Surveyor: Land & Resource Consulting & Bohlen
 Surveying
 Location: 127 Gunderson Boulevard – intersection of                                                                                  ∓ 31,500 SF.
 Gunderson Boulevard and State Street
 Zoning: R-3 (Multi-Family Residential)


1. Project Description

The Kenyon Real Estate 2 LLC., (Todd Olin and Brett Reese)                                                              Figure 1- Existing Density Conditions
are proposing to develop a 38-unit apartment building. Per
code, that would require 2,700 SF. for each unit in an
apartment. 38 units will require 102,600 SF or 2.35 acres.
The proposed lot is 1.0 acres. The adjacent parking lot, to be
used by the apartment complex is an additional 9,240 SF.
                                                                                                                                                        ∓ 30,564 SF.
The required variance for this standard is 1,205 SF per unit
or a total of 45,808 SF. Adjacent parking lot and Lot 1 are
included in the calculation.

                                         Existing                Proposed                 Difference                                ∓ 31,500 SF.
                                         Density                 Conditions
  Kenyon Crossings                    34,990 SF               30,564 SF                   -4,426 SF
  (38-Unit Apt.)
  Gunderson Apt.                      31,500 SF               31,500 SF                   Same
  (20 Units)

Code: 55.11 (R-3) Lot Standards: Subd 4 (v) 2,700 square                                                              Figure 2 - Proposed Density Conditions
feet for each unit within an apartment or condominium
building.
H:\KENYON_CI_MN\_Plan Reviews\Kenyon Crossings Apartment\Staff Reports\Residential Density Variance\Residential Density Variance Staff Report_v2.docx



                                                                                                                                                                       179
Page:   2

2. Site Details:

       Zoning: R-3
       Future Use: Mul -Family Residen al (3-Story Building) See Figure 3
           o Density: 38 units / 1.0 Acres or 43,560 SF + (9,240 addi onal parking area) = 52,800 SF
           o Density Required per unit = 2,700 SF
           o Density Provided per unit = 1,389 SF
           o Residen al Density Variance Needed – 1,311 SF per unit or 51,111 total SF.

       Current Lot Coverage and Uses: The
        current building almost completely covers
        the exis ng two lots within the proposed
        replat with approximately 34,990 SF of
        building coverage and has been used as
        an apartment and senior housing/nursing
        home since at least 1971 per historical
        aerial photos. The building(s) are
        currently vacant. See Exhibit 1.

       Proposed Coverage and Use: The
        proposed use will con nue to be used as
        a mul -family apartment building with a
        total of 38 units in a three-story building,
        but the total lot coverage will be reduced
        by approximately 4,426 SF. See Figure 2.       Figure 3- Proposed Apartment Elevation


    Apartment Details: The apartment complex will include; 2 studio apartments, 12 one-
        bedroom apartments, and 24 two-bedroom apartments. Developing 12 units on the first floor,
        and 13 units on the second and third floors. See figure 3.

3. Staff Analysis

       The project will remove a non-conforming building that does not meet required setbacks.
       Infrastructure is in place to support this use.
       Historically, this block as always been used as a mul -family or senior facility with large
        buildings and limited open space.
       Standards for a similar apartment density from other ci es is closer to 1,500 to 1,800 SF.
       The proposed building will meet current building code and setback standards and will reduce
        the site coverage by 4,426 SF.
       Parkland dedica on fees may be used to offset the green recrea onal space deficiency that
        the code is intended (in part) to address.
            o By Code, Parkland dedica on fees for R-3 zoning requires a cash contribu on of 10% of
                the undeveloped market land value of buildable land.
            o The planning commission and council could consider increasing this fee as a means of
                addressing the recrea onal space deficiency. As an example, the buildable land area



                                                                                                       180
Page:     3

                  could be based off of the lot area that would normally be required to meet residen al
                  density requirement instead of the reduced area requested in this variance. If this
                  op on were desired, the parkland fee could be doubled. Fees could then be used to
                  improve park assets used by new and exis ng residents.

4. Public Comment Summary

         Neighborhood Notification: All property owners within 350' feet of this property were
          notified within ten days of the public hearing and published in the paper on July 22, 2026,
          that a public hearing was held on August 4, 2026 for this variance request.

         Response: Numerous comments were received and the hearing was continue until
          September 1, 2026.

5. Staff and Board of Adjustments -Considered Findings:

        The variance is in harmony with the general purposes and intent of this Chapter;

           ►      Finding: The residential density variance allows the property to continue to be used in
                  a similar manner as it has been for over 45 years. Current zoning standards make this
                  redevelopment site difficult as current standards were not in place when the block
                  was developed. The proposed development is in harmony with the overall pattern of
                  development for this block as can be seen in historic photos from as far back as 1971.

        The variance is consistent with the comprehensive plan;

           ►      Finding: From the Economic / Community Development Goal #2 – Support and
                  encourage the efforts of private sectors in businesses. Allowing this 38-unit
                  apartment complex to be constructed does support and encourage private sector
                  businesses as well as help to answer the statewide housing crisis and therefore, is
                  consistent with the goals of the comprehensive plan.

        The applicant proposes to use the property in a reasonable manner not permi ed by this code;
               Finding: The demolition of a non-conforming multi-family/senior residential building to
               rebuild a new facility following current building code standards improves the overall
               conformance to numerous current city standards. The proposed development also
               proposed to cover approximately 4,400 SF less space within the lot. The proposed project
               allows this site to be reused for a similar purpose as it has historically been used which is a
               reasonable expectation. If not for this variance, given current density standards, this
               project cannot move forward.

        Unique circumstances apply to the property, which do not apply to other proper es in the same
         zone or vicinity and result from lot size or shape, topography, or other circumstances over which
         the owner of the property since the enactment of this Chapter has had no control. The unique



                                                                                                                 181
Page:    4

        circumstances do not result from the ac ons of the applicant;

          ►      Finding: The unique circumstances for this site are;

                   The building and site development has been in place for more than 45 years. The
                    surrounding neighborhood has developed around this block. The site’s large
                    connected building covering a large percentage of the lot, has been used as senior
                    housing, assisted living, and apartments.
                   To allow for the construction of a similar sized building, now considered an infill
                    development project, does create a unique circumstance for this site in terms of
                    the overall size of the site now surrounded by streets and development and in
                    terms of the historically dense residential use for the site.
                   The lot is uniquely and significantly larger than the surrounding single family home
                    sites in the area.

       That the variance requested is the minimum variance which would alleviate the prac cal
        difficul es. Economic condi ons alone do not cons tute prac cal difficul es.

          ►      Finding: Lack of multi-family housing is a nationwide and statewide housing crisis.
                 Constructing the Kenyon Crossings Apartment complex will significantly reduce future
                 housing needs in the city. Also, the proposed development’s residential density and
                 intensity is similar to the historic use of the site. Finally, required offsite parkland
                 dedication fees will provide additional financial support for recreational facilities and
                 parkland and park facilities that can be used by tenants of this facility further
                 offsetting the need for open space within this infill site. Allowing a residential density
                 variance to build the proposed 38-unit apartment complex will alleviate the practical
                 difficulties for this site.

       The variance does not alter the essen al character of the neighborhood; and

          ►      Finding: Given the current building and overall site development along with the
                 historic and current aerials, this site has been highly developed with a large building
                 and existing sidewalks, driveways and parking for over 45 years. The proposed
                 building and site development is in harmony with the essential character of the
                 neighborhood

6. STAFF AND BOARD OF ADJUSTMENTS -RECOMMENDED CONDITIONS:

     Op onal: Parkland dedica on be considered to be calculated based on the required acreage
       given 2,700 square feet per unit rather than exis ng lot area provided. The planning
       commission/city council may also require alterna ve criteria regarding the parkland
       dedica on. Final parkland dedica on fees should be subject to final adjustment and approval
       with the development agreement.
     Op onal: Mandate that the proposed trash loca on be revised to the rear/side of the building



                                                                                                              182
Page:   5

        to be er screen the use. Mul ple complaints have been received over the years and during
        the hearing regarding the exis ng trash bin at this loca on. The applicant is proposing an
        improved screening system; however, it is s ll located adjacent to 3rd Street, as a result of the
        reduced lot area. The applicant does not desire to move the trash; however the council may
        consider this condi on as a ma er of appeasing adjacent resident concerns.

7. BOARD OF ADJUSTMENTS ACTION:

       The Board of Adjustments (Planning Commission) must forward their findings to City Council
        for review and decision. See a ached Parking Code Variance Resolu on 2026-27.


8. ATTACHMENTS:

       Variance Request Residential Density Submittal; 2026-08-21
       Resolution 2026-27 Approval for Residential Density Variance




                                                                                                            183
                                                                 AGENDA ITEM NO.
                                                                 VIIG.


Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                        September 8, 2026

SUBMITTED BY:                Holli Gudknecht, Engineering

ITEM TYPE:                   Engineering

AGENDA SECTION:              ENGINEERING

SUBJECT:                     Resolution 2026-28: Front Yard Setback Variance for Kenyon
                             Crossings

SUGGESTED ACTION:            See Attachments

                             Requested Action: Approve Resolution 2026-28

ATTACHMENTS:
DOCSOPEN-#1116743-v2-Resolution_2026-
28_approving_a_front_yard_Setback_Variance_Kenyon_Crossings_v1.DOC
Front Yard Variance Staff Report_V2.pdf




                                                                                          184
                                      RESOLUTION NO. 2026-28

                                        CITY OF KENYON
                                      COUNTY OF GOODHUE
                                      STATE OF MINNESOTA

                   RESOLUTION APPROVING A FRONT YARD SETBACK
                   VARIANCE OF LOT 1 BLOCK 1 KENYON CROSSINGS
                                  SUBDIVISION


       WHEREAS, the City of Kenyon (the “City”) has received a front yard variance from
Kenyon Real Estate 2 LLC. for the City of Kenyon, Minnesota (“Developer”) and has considered
the same pursuant to Chapter 565 of the Kenyon City Code; and

        WHEREAS, the Subdivider has represented that it has clear title ownership of the Property;
and

     WHEREAS, this matter was reviewed and a public hearing was held by the Planning
Commission at its meeting on August 4, 2026 and continued to September 1, 2026; and

       WHEREAS, the public hearing and notice requirements of Minn. Stat. § 462.358, Subd. 3b
have been fulfilled and satisfied by the City; and

       WHEREAS, the written materials, including exhibit and a narrative concerning the
submitted setback variance necessary to develop the Property, were considered and reviewed by the
Planning Commission; and

        WHEREAS, the Kenyon Board of Adjustment provided the following findings of fact:

1.      The right-of-way adjustment will result in a building setback of approximately 18 feet,
        which is less than the city code requirement of 30 feet. Expanding the City’s right-of-way
        to include adjacent sidewalks would reduce maintenance issues for the City and not change
        the actual distance of the proposed building from either State Street or Third Street. The
        variance is in harmony with the general purpose and intent of this Chapter.

2.      The City’s overall commitment to maintain infrastructure within the City is supported by
        this variance request.

3.      Extending the City right-of-way to cover future public sidewalks along State Street and
        Third Street is a reasonable request to maintain public infrastructure. Given the current
        code, this expansion of ROW would reduce front setback, requiring a variance. The
        building location with respect to the public street remain the same. This variance is
        necessary as the proposed use is reasonable and the requested ROW expansion would not
        allow the development to be constructed.


                                                1
DOCSOPEN\KE215\20\1116743.v2-9/2/26
                                                                                                     185
4.      The existing pavements and planned sidewalks are proposed and have been in place in
        some fashion for over 45 years as private sidewalks but used semi-publicly since they
        were installed. This variance request for this unique circumstance will place sidewalks
        closest to State Street and Third Street in public ownership.

5.      The City is requesting the minimum extensions of ROW needed to include adjacent
        sidewalks along State Street and Third Street. This variance request will alleviate the
        practical difficulty.

6.      Sidewalks have been in place within this block since 1971. This variance request will not
        alter the essential character of the neighborhood.

        NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Kenyon,
Minnesota, that the recitals in this Resolution are integral to this Resolution and, where applicable,
constitute the findings of the City Council.

        NOW THEREFORE, BE IT FURTHER RESOLVED by the City Council of the City of
Kenyon, Minnesota, that the front yard variance and supplementary data and documents as required
by Chapter 565 of the Kenyon City Code and as submitted by the Subdivider, are found to be
consistent with and in conformity with Chapter 565 of the Kenyon City Code and Minnesota
Statutes and are hereby approved.

       NOW THEREFORE, BE IT FURTHER RESOLVED by the City Council of the City of
Kenyon, Minnesota, that the City Council authorizes and directs City Staff and City Consultants to
take all additional steps and actions necessary or convenient to accomplish the intent of this
Resolution. That may include necessary minor amendments to the plat and other documents.

       NOW THEREFORE, BE IT FINALLY RESOLVED by the City Council of the City of
Kenyon, Minnesota, that the City Council authorizes and directs the Mayor and City Administrator
to take all necessary actions and to execute all appropriate documents to effectuate the approvals
contemplated by this Resolution.

        Approved this __ day of _______ 2026.


                                               _________________________________________
                                               Don Kirchmann, Mayor

ATTEST:

___________________________________
Scott Lehner, City Administrator



                                                  2
DOCSOPEN\KE215\20\1116743.v2-9/2/26
                                                                                                         186
                                                                           MEMORANDUM
Date:                      August 24, 2024
To:                        Kenyon Planning Commission
From:                      Kristi Trisko, AICP, PMP
Subject:                   127 Gunderson Boulevard – (R-3) Front Yard Setback Variance

 Project Name: Kenyon Crossings Apartment- Front and Side Yard Setback Variance
 Meeting Date: September 1, 2026
 Applicant: Kenyon Real Estate 2 LLC.
 Engineer/Surveyor: Land & Resource Consulting & Bohlen Surveying
 Location: 127 Gunderson Boulevard – intersection of Gunderson Boulevard and State Street
 Zoning: R-3 (Multi-Family Residential)

      1. Project Descrip on
The Kenyon Real Estate 2 LLC., (Todd Olin and Brett Reese) are proposing to develop a 38-unit
apartment building. Per code, that would require 30’ front, rear, and side (street) yards, 10’ for side
yard which the site currently meets as you can see in the RED box. See Figure 1.

Code: 520.11 R-3 Setback Subd. 4 (b)

Variance Details: The City engineer is
requesting that the current right-of-
way for both State Street and Third
Street might be expanded to include
sidewalks adjacent to the Kenyon
Crossing Apartment. This request is a
technical request to manage
sidewalks as City property. The
current building will not move nor will
the street lanes change.




                                                                          Figure 1- Right-Of-Way Exhibit
H:\KENYON_CI_MN\_Plan Reviews\Kenyon Crossings Apartment\Staff Reports\Setback Variance\Front Yard Variance Staff Report_V2.docx



                                                                                                                                   187
Page:     2

2. Site Details:

         Zoning: R-3
         Future Use: Mul -Family Residen al
         Setbacks – Front (30 feet), side (10 feet), rear setbacks (30 feet) –
         Proposed Variance - Reduced front yard setback along State Street (~20 feet) and Third Street
          (~18 feet).

3. Staff Analysis

         Zoning Compliance: The front and side yard variance request is driven by City staff
          recommendation to adjust the existing public right-of-way for State Street and Third Street,
          adjacent to the development. The submitted Site Plan C2.1 shows both the setback
          requirements in legend and the setbacks on the Site Plan Exhibit.
         The originally proposed building meets all setback standards, excluding the request for
          expanded City right-of-way.
         City staff is recommending that the plat and related site plan be modified to adjust the right-
          of-way lines closer to the building within State Street and 3 rd Street. In this case, the use of
          parking alongside both streets would push the public sidewalk outside of the current right-of-
          way. Public sidewalk should be located within the right-of-way. In this case, the variance would
          be appropriate since it will be er accommodate the future public sidewalk while building
          loca on(s) will s ll be in line with the original right-of-way and exis ng buildings in the district.

4. Public Comment Summary

         Neighborhood Notification: All property owners within 350' feet of this property were
          notified within ten days of the public hearing and published in the paper on July 22, 2026,
          that a public hearing was held on August 4, 2026 for this variance request.

         Comments: Comments were received during the August 4, 2026 hearing and the issue was
          tabled until September 1, 2026 for further comments and discussions.

5. Staff and Board of Adjustments -Considered Findings:

        The variance is in harmony with the general purposes and intent of this Chapter;

           ►      Finding: Expanding the City’s right-of-way to include adjacent sidewalks would reduce
                  maintenance issues for the City and not change the actual distance of the proposed
                  building from either State Street or Third Street. The variance is in harmony with the
                  general purpose and intent of this Chapter.
        The variance is consistent with the comprehensive plan;

           ►      Finding: The City’s overall commitment to maintain infrastructure within the City is
                  supported by this variance request.


                                                                                                                  188
Page:     3


        The applicant proposes to use the property in a reasonable manner not permi ed by this code;

           ►      Finding: Extending the City right-of-way to cover future public sidewalks along State
                  Street and Third Street is a reasonable request to maintain public infrastructure. Given
                  the current code, this expansion of ROW would reduce front and side setbacks,
                  requiring a variance. However, the building location and edge of pavement are not
                  changing. This variance is necessary as the proposed use is reasonable and the
                  requested ROW expansion would not allow the development to be constructed.

        Unique circumstances apply to the property, which do not apply to other proper es in the same
         zone or vicinity and result from lot size or shape, topography, or other circumstances over which
         the owner of the property since the enactment of this Chapter has had no control. The unique
         circumstances do not result from the ac ons of the applicant;

           ►      Finding: The unique circumstances for this site are;

                  The existing pavements and planned sidewalks are proposed and have been in place in
                  some fashion for over 45 years as private sidewalks but used semi-publicly since they
                  were installed. This variance request for this unique circumstance will place sidewalks
                  closest to State Street and Third Street in public control.

        That the variance requested is the minimum variance which would alleviate the prac cal
         difficul es. Economic condi ons alone do not cons tute prac cal difficul es.

           ►      Finding: The City is requesting the minimum extensions of ROW needed to include
                  adjacent sidewalks along State Street and Third Street. This variance request will
                  alleviate the practical difficulty.

        The variance does not alter the essen al character of the neighborhood; and

           ►      Finding: Sidewalks have been in place within this block since 1971. This variance
                  request will not alter the essential character of the neighborhood.

6. Staff and Board of Adjustments -Recommended Conditions:
         None

7. Board of Adjustments Action:

         As required in the Ordinance, The Board must determine if all of the findings have been met.
          The Board may impose such condi ons and restric ons upon the premises benefited by a
          variance as may be necessary to comply with the standards.




                                                                                                             189
Page:   4

       The Board of Adjustments (Planning Commission) must forward their findings to City Council
        for review and decision. See a ached Front and Side Yard Setback Variance Resolu on 2026-
        28.

8. ATTACHMENTS:
       Resolution 2026-28 Approval for Front and Side Yard Setback Variance




                                                                                                    190
Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                September 8, 2026

SUBMITTED BY:        Holli Gudknecht, Administration

ITEM TYPE:           **Financial

AGENDA SECTION:      FINANCIAL

SUBJECT:             August 2026 Financial Reports and Payment of Claims

SUGGESTED ACTION:    **These items were approved under the Consent Agenda

ATTACHMENTS:




                                                                            191
 Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                           September 8, 2026

SUBMITTED BY:                   Holli Gudknecht, Administration

ITEM TYPE:                      Old Business

AGENDA SECTION:                 OLD BUSINESS

SUBJECT:                        2027 Budget Update
                                  1. Resolution 2026-31: Adopting the 2027 Preliminary Budget &
                                     Levy
                                  2. Set the Truth in Taxation Meeting for December 1 at 6:30 p.m.

SUGGESTED ACTION:               Abdo will review the 2027 budget.

                                MOTION TO ADOPT RESOLUTION 2026-31

                                MOTION TO SET THE TRUTH IN TAXATION MEETING FOR
                                DECEMBER 1 AT 6:30 P.M.

ATTACHMENTS:
Kenyon, City of - Budget Memo 9.2.26.pdf
Resolution 2026-31 Certifying 2027 Preliminary Levy.docx




                                                                                                     192
                                                     BUDGET MEMO


TO:                CITY ADMINISTRATOR
FROM:              ABDO FINANCIAL SOLUTIONS, LLC
SUBJECT:           COUNCIL WORK SESSION
DATE:              9/8/2026


Introduction

Upon your request, we have summarized some of the key items for consideration in this year’s budget. This is the DO NOT
EXCEED preliminary tax levy that needs to be certified to Goodhue County by September 28. The city will continue to work
on the budget and tax levy until the final is adopted in December.

Budget Format

The 2027 Budget included the Council approved priorities for each department. These will continue to be reviewed and
updated as needed in the 2027 budget.

Key items in this year’s budget:

      •    LGA will increase by $2,238 for 2027 for a total of $668,954.

      •    The total 2027 tax levy is proposed to increase $141,574 or 9.26% from 2026.

               o   The general levy increased $159,784 or 23.12%.

                       ▪   Factors relating to this increase are explained in this memo under the General Fund Budget
                           Summary section.

               o   The debt levy decreased by $2,093 or -.55%. This is due to the bond obligations scheduled for 2027.

               o   The fire levy decreased by $1,349 or -1.35%.

               o   The library levy increased by $7,354 or 4.75%.

                       ▪   Factors relating to this increase are an increase in wages and benefits.

               o   The EDA levy increased by $13,078 or 15.90%.

                       ▪   Factors contributing to this increase include the removal of the interfund loan transfer as revenue
                           because this loan will be paid off in 2026.
Staffing

      •    All employees are expected to receive a COLA increase of 3% and a step increase, if eligible.

      •    We have estimated a 5% increase to Workers’ Compensation and General Liability Insurance. The League of
           Minnesota Cities is recommending a 2-5% increase in Workers Compensation and 3-5% increase in General
           Liability Insurance.

      •    We have estimated a 5% increase on health insurance premiums.




                                                                                                                                 193
Tax Levy Summary

Overall, the property tax levy includes levies for general operations, EDA, capital equipment and improvements, street
replacement, and debt service. The 2026 levy and 2027 proposed property tax levies are listed below:

                                                                            Increase       Percent
                                                          Estimated 2027 (Decrease) from Change from
                                           2026 Levy           Levy           2026          2026               Fund #

General Levy                           $       691,089    $      850,873    $     159,784          23.12%        101
Capital Levy                                   116,500            81,300          (35,200)        -30.21%        202
Fire Levy                                       99,962            98,613           (1,349)          -1.35%       203
Library Levy                                   154,817           162,171            7,354            4.75%       204
EDA Levy                                        82,249            95,327           13,078          15.90%        205
Debt Levy
  2016 Bond                                     29,400            26,971              (2,429)       -8.26%       303
  2020A GO Bonds                                85,035            82,344              (2,691)       -3.16%       310
  2017B Go USDA Bond                            95,681            95,572                (109)       -0.11%       320
  2017B USDA Note                               20,308            20,308                    -           0%       321
  2023A GO Bond                                 76,000            78,273               2,273         2.99%       323
  2025A GO Bond                                 77,500            78,363                 863         1.11%       325
  Total Debt Levy                              383,924           381,831              (2,093)       -0.55%

    Total Levy                         $     1,528,541    $    1,670,115    $    141,574            9.26%

    Tax Capacity                       $     1,822,872    $    1,865,379    $         42,507        2.33%

    City Tax Rate*                               83.85%            89.53%              5.68%

*The City's Payable 2027 Tax Rate has been estimated based on preliminary tax capacity information provided by Goodhue
County. The final tax capacity and rate will vary from the rate estimated in this memo.

Tax Levy Summary 2023 to 2026 Actual and 2027 Proposed


      $1,800,000

      $1,600,000

      $1,400,000

      $1,200,000

      $1,000,000

        $800,000

        $600,000

        $400,000

        $200,000

                 $-
                           2023                 2024               2025                 2026            2027
                      General Levy         Debt Service       Fire Levy     Library        EDA      Capital




                                                                                                                         194
Estimate Property Taxes

                                                                                                                     Increase
                                            Taxable Market           2026 Taxes               2027 Taxes           (Decrease) in
  Property Type       Market Value              Value                 Payable                  Payable            Property Taxes

Residential          $      100,000         $        62,500      $               524      $               560     $             35
Residential                 200,000                 171,500                    1,438                    1,535                   97
Residential                 300,000                 280,500                    2,352                    2,511                  159
Residential                 400,000                 389,500                    3,266                    3,487                  221
Commercial                  500,000                 500,000                    7,756                    8,282                  525

Note: change in market value has not been assumed

General Fund Budget Summary

                                   Actual           Actual             YTD             Budget           Budget            Amount
                                   2024              2025            6.30.26            2026             2027             Change
Revenues
  Property taxes               $     738,415 $        773,308    $            -   $      691,089    $      850,873    $     159,784
  Licenses and permits                13,088           15,241            6,609            11,200            15,000            3,800
  Intergovernmental                  748,139          757,332                 -          748,652           743,900           (4,752)
  Charges for services                92,189           91,848           50,794            93,700            97,000            3,300
  Fines and forfeitures               13,837           15,912            3,880            15,000             8,000           (7,000)
  Interest earnings                   13,440           26,298           21,452            15,000            25,000           10,000
  Miscellaneous                       27,443           22,642           11,836            13,580             7,500           (6,080)
  Sale of fixed assets                    (0)             455                 -                 -                 -                -
  Other financing sources            149,793          184,862          164,309           163,000           166,000            3,000
  Prior Period Adjustment            (35,648)                -                -                 -                 -                -
    Total Revenues                 1,760,695        1,887,899          258,880         1,751,221         1,913,273          162,052

Revenue Key Changes:

   •   Property taxes increased to offset expenditure increases and decreases in other revenues.

                                   Actual           Actual             YTD             Budget            Budget           Amount
                                   2024              2025            6.30.26            2026              2027            Change
Expenditures
  City Council                 $      18,197    $      11,321    $          30    $       17,930    $       17,650    $        (280)
  City Administration                339,206          452,559          229,913           328,010           406,864           78,854
  Elections                            2,780            3,665               54             4,000                  -          (4,000)
  Auditing                            19,558           20,284           12,500            20,000            20,000                 -
  City Attorney                       68,327           30,951           12,108            60,000            60,000                 -
  City Engineer                       13,230            9,540            4,778            15,000            15,000                 -
  General Government                 116,203          163,940           59,573           200,635           143,429          (57,206)
  Law Enforcement                    671,397          620,535          309,524           544,946           648,116          103,170
  Streets                            307,245          294,687          158,346           292,880           319,100           26,220
  Recycling                           46,214           50,205           19,345            46,500            51,000            4,500
  Street lighting                     30,049           26,921           16,171            30,500            28,500           (2,000)
  Swimming Pool                      146,743          121,530           49,346           116,370           118,496            2,126
  Parks                               76,250           63,631           46,703            67,040            77,172           10,132
  Gunderson House                     17,738           15,924            5,388             7,410             7,946              536
  Community Garden                        41               55                 -                 -                 -                -
    Total Expenditures             1,873,176        1,885,746          923,777         1,751,221         1,913,273          162,052




                                                                                                                                       195
Expenditure Key Changes:

    •   City Administration -

             o    Increase in wages and benefits due to COLA and step increases.

             o    Increase in outside services due to the coding of Abdo invoices. These were previously coded to general
                  government in prior years.

    •   General Government -

             o    Decrease of $57,000 in contracted services due to the coding of Abdo invoices.

    •   Law Enforcement -

             o    Increase in wages and benefits due to COLA and step increases.

             o    Increase in health insurance due to vacant position and change in health insurance plans.

    •   Streets -

             o    Increase in wages and benefits due to COLA and step increases.

             o    Increase in motor fuels of $5,000 due to fuel prices.


                                         Gunderson House ,
                                               0.4%
                    Swimming Pool , 6.2%                          City Council , 0.9%
                                            Parks , 4.0%                                   City Administration ,
                                                                                                  21.3%
                 Street lighting, 1.5%


             Recycling , 2.7%                                                                  Auditing , 1.0%

        Streets , 16.7%
                                                                                                     City Attorney , 3.1%


                                                                                                     City Engineer , 0.8%


                                                                                                   General Government ,
                                                                                                           7.5%




                                                   Law
                                              Enforcement ,
                                                  33.9%


Budget Detail - By Fund

The following financial reports are attached:

    •   Revenues
    •   Expenses



                                                                                                                            196
                                                                                                                                                        09/01/26 5:21 PM
                                                                       CITY OF KENYON
                                                                                                                                                                  Page 1
                                                                    ABDO REVENUE BUDGET

                                                                                  2025                            2026          2026            2027
        SADAct Code        Last Dim Descr                     2024 Amt          Budget        2025 Amt          Budget       YTD Amt          Budget

101 GENERAL FUND

  00000 GENERAL REVENUE
         101-00000-32000   LICENSES & PERMITS                 $5,660.00      $2,700.00       $5,365.77       $3,500.00      $1,793.89      $5,700.00
         101-00000-32002   RENTAL PROPERTY LICENSE                $0.00          $0.00       $1,790.25           $0.00          $0.00          $0.00
         101-00000-32110   ALCOHOL LICENSE                    $1,200.00      $1,500.00           $0.00       $1,500.00      $3,100.00      $1,500.00
         101-00000-32210   BUILDING PERMIT                    $5,109.29      $3,600.00       $6,339.86       $5,000.00      $1,242.03      $6,500.00
         101-00000-32220   BUILD. PERM. NEW HOME DIS              $0.00          $0.00           $0.00           $0.00          $0.00          $0.00
         101-00000-32240   ANIMAL LICENSE                       $548.35        $400.00       $1,130.40         $500.00        $150.25        $700.00
         101-00000-33600   GRANTS FROM OTHER                      $0.00          $0.00      $18,000.00           $0.00          $0.00          $0.00
         101-00000-33900   DIVIDENDS                          $3,155.28          $0.00          $50.19           $0.00          $0.00          $0.00
         101-00000-34102   ZONING & VARIANCE FEES               $813.90        $350.00       $1,026.00         $800.00          $0.00      $1,000.00
         101-00000-34107   ASSESSMENT SEARCHES                  $475.00        $500.00         $790.00         $500.00        $200.00        $700.00
         101-00000-34109   CHARGES FOR SERVICES               $3,780.69      $3,500.00         $581.44       $3,500.00        $106.40      $3,500.00
         101-00000-34409   REIMBURSEMENTS                    $17,869.00          $0.00       $3,838.61           $0.00        $930.76          $0.00
         101-00000-34790   SALE OF EXCESS EQUIPMENT               $0.00          $0.00           $0.00           $0.00          $0.00          $0.00
         101-00000-35300   PAY PAL/SQUARE FEE                   $206.79          $0.00         $248.16           $0.00         $54.11          $0.00
         101-00000-36101   SPECIAL ASSESSMENTS                  $283.91          $0.00          $99.76           $0.00          $0.00          $0.00
         101-00000-36105   SPECIAL ASSESS. -DEL UTILITI         $500.24        $680.00           $0.00         $680.00          $0.00          $0.00
         101-00000-36200   MISCELLANEOUS REVENUE             -$4,020.00          $0.00       $4,973.90           $0.00      $6,714.95          $0.00
         101-00000-36210   INTEREST EARNINGS                  $8,264.71     $10,000.00      $26,197.94      $15,000.00     $21,452.42     $25,000.00
         101-00000-36220   RENT - LAND                        $2,415.00      $2,400.00       $2,745.00       $2,400.00      $1,890.00      $2,800.00
         101-00000-38050   CABLE TV FRANCHISE FEES            $5,162.35      $7,000.00       $3,888.78       $4,000.00      $1,625.07      $4,000.00
         101-00000-39101   PROCEEDS FROM SALE OF LAN              $0.00          $0.00           $0.00           $0.00          $0.00          $0.00
         101-00000-39105   SALE OF PROPERTY                       $0.00          $0.00           $0.00           $0.00          $0.00          $0.00
         101-00000-39201   TRANSFER FROM GENERAL FU           $8,440.00          $0.00           $0.00           $0.00          $0.00          $0.00
         101-00000-39202   TRANSFER FROM ENTERPRISE               $0.00          $0.00           $0.00      $20,000.00     $20,000.00          $0.00
         101-00000-39999   PRIOR PERIOD ADJUSTMENT          -$35,648.00          $0.00           $0.00           $0.00          $0.00          $0.00
  00000 GENERAL REVENUE                                      $24,216.51     $32,630.00      $77,066.06      $57,380.00     $59,259.88     $51,400.00

  41000 GENERAL GOVERNMENT
         101-41000-31020 DELINQUENT TAXES                    $5,888.85      $12,000.00       $6,512.17      $12,000.00          $0.00      $6,500.00
         101-41000-31030 MOBILE HOME TAX                     $4,709.65       $7,000.00       $5,357.28       $7,000.00          $0.00      $5,500.00
         101-41000-31110 CURRENT AD VALOREM TAXES          $738,415.30     $797,277.72     $773,308.44     $691,089.00          $0.00    $850,873.00
         101-41000-33401 LOCAL GOVERNMENT AID               $664,264.50     $665,114.00     $665,115.00     $666,716.00         $0.00     $668,954.00
         101-41000-33422 STATE MARKET VALUE CREDIT              $916.44           $0.00         $969.14           $0.00         $0.00           $0.00
  41000 GENERAL GOVERNMENT                                $1,414,194.74   $1,481,391.72   $1,451,262.03   $1,376,805.00         $0.00   $1,531,827.00

  41100 GENERAL GOVERNMENT
         101-41100-31120 TRANSFER-KMU IN LIEU OF T          $66,083.97      $68,000.00      $66,362.19      $68,000.00     $62,808.51     $66,000.00
         101-41100-31130 SHARED FACILITY - KMU              $74,000.00      $75,000.00     $118,500.00      $75,000.00     $81,500.00    $100,000.00
  41100 GENERAL GOVERNMENT                                 $140,083.97     $143,000.00     $184,862.19     $143,000.00    $144,308.51    $166,000.00

                                                                                                                                                                   197
                                                                                                                                  09/01/26 5:21 PM
                                                              CITY OF KENYON
                                                                                                                                            Page 2
                                                           ABDO REVENUE BUDGET

                                                                      2025                      2026         2026         2027
     SADAct Code         Last Dim Descr              2024 Amt       Budget     2025 Amt       Budget      YTD Amt       Budget

42100 LAW ENFORCEMENT
       101-42100-31110 CURRENT AD VALOREM TAXES          $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
       101-42100-32001 LICENSES & PERMITS              $569.90      $700.00      $615.00      $700.00      $340.00      $600.00
       101-42100-33401 LOCAL GOVERNMENT AID              $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
       101-42100-33404 STATE GRANTS & AIDS               $0.49    $1,000.00    $2,983.29    $1,000.00        $0.00    $1,000.00
       101-42100-33417 POLICE GRANT - TZD            $3,078.69    $1,000.00    $1,152.22    $1,000.00        $0.00        $0.00
       101-42100-33421 STATE POLICE AID             $37,835.00   $33,000.00   $38,110.91   $40,000.00        $0.00   $38,000.00
       101-42100-33900 DIVIDENDS                       $698.95        $0.00       $28.63        $0.00        $0.00        $0.00
       101-42100-34108 CHARGES FOR TRAINING              $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
       101-42100-34412 REIMBURSEMENTS-POLICE             $0.00        $0.00    $1,457.43        $0.00      $736.40        $0.00
       101-42100-34790 SALE OF EXCESS EQUIPMENT          $0.00        $0.00      $454.75        $0.00        $0.00        $0.00
       101-42100-35100 FINES/PENALTIES              $13,836.93   $12,000.00   $15,911.50   $15,000.00    $3,880.08    $8,000.00
       101-42100-35210 TOW/IMPOUND FEE REIMBURS          $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
       101-42100-35300 PAY PAL/SQUARE FEE                $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
       101-42100-36200 MISCELLANEOUS REVENUE         $4,497.37        $0.00      $550.34        $0.00      $150.00        $0.00
       101-42100-39200 TRANSFERS INTERFUND               $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
       101-42100-39201 TRANSFER FROM GENERAL FU      $1,269.00        $0.00        $0.00        $0.00        $0.00        $0.00
42100 LAW ENFORCEMENT                               $61,786.33   $47,700.00   $61,264.07   $57,700.00    $5,106.48   $47,600.00

43000 PUBLIC WORKS
       101-43000-33100   FEDERAL GRANTS AND AIDS     $6,326.00        $0.00    $5,815.01        $0.00        $0.00        $0.00
       101-43000-33404   STATE GRANTS & AIDS             $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
       101-43000-36200   MISCELLANEOUS REVENUE         $173.40        $0.00        $0.00        $0.00        $0.00        $0.00
43000 PUBLIC WORKS                                   $6,499.40        $0.00    $5,815.01        $0.00        $0.00        $0.00

43100 STREETS
       101-43100-31110   CURRENT AD VALOREM TAXES        $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
       101-43100-33401   LOCAL GOVERNMENT AID       $31,007.89   $41,256.00   $19,829.00   $32,936.00        $0.00   $30,446.00
       101-43100-34790   SALE OF EXCESS EQUIPMENT       -$0.16        $0.00        $0.00        $0.00        $0.00        $0.00
       101-43100-36200   MISCELLANEOUS REVENUE         $560.82        $0.00    $3,510.59        $0.00    $2,539.82        $0.00
43100 STREETS                                       $31,568.55   $41,256.00   $23,339.59   $32,936.00    $2,539.82   $30,446.00

43250 RECYCLING
       101-43250-37320   RECYCLING CUSTOMER CHARG   $51,417.90   $47,500.00   $50,611.53   $47,500.00   $24,715.59   $50,000.00
43250 RECYCLING                                     $51,417.90   $47,500.00   $50,611.53   $47,500.00   $24,715.59   $50,000.00

45124 SWIMMING POOL
       101-45124-31110   CURRENT AD VALOREM TAXES        $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
       101-45124-33900   DIVIDENDS                     $257.87        $0.00        $0.00        $0.00        $0.00        $0.00
       101-45124-34409   REIMBURSEMENTS                 $45.00        $0.00        $0.00        $0.00        $0.00        $0.00
       101-45124-34720   SWIMMING POOL FEES         $24,125.41   $30,000.00   $27,535.37   $30,000.00   $20,857.76   $30,000.00
       101-45124-34721   SWIMMING POOL CONCESSIO     $3,532.07    $5,000.00    $4,316.73    $5,000.00    $1,280.00    $5,000.00
       101-45124-35300   PAY PAL/SQUARE FEE            $124.55        $0.00        $5.25        $0.00        $0.00        $0.00
                                                                                                                                             198
                                                                                                                                                     09/01/26 5:21 PM
                                                                    CITY OF KENYON
                                                                                                                                                               Page 3
                                                                 ABDO REVENUE BUDGET

                                                                               2025                            2026          2026            2027
        SADAct Code        Last Dim Descr                  2024 Amt          Budget        2025 Amt          Budget       YTD Amt          Budget
         101-45124-37940   CASH OVER/SHORT                  $167.37           $0.00           $0.00           $0.00          $0.00          $0.00
  45124 SWIMMING POOL                                    $28,252.27      $35,000.00      $31,857.35      $35,000.00     $22,137.76     $35,000.00

  45200 PARKS
         101-45200-31110   CURRENT AD VALOREM TAXES           $0.00           $0.00           $0.00           $0.00         $0.00           $0.00
         101-45200-33100   FEDERAL GRANTS AND AIDS            $0.00           $0.00           $0.00           $0.00         $0.00           $0.00
         101-45200-33600   GRANTS FROM OTHER                  $0.00           $0.00           $0.00           $0.00         $0.00           $0.00
         101-45200-33630   COUNTY AID                         $0.00           $0.00           $0.00           $0.00         $0.00           $0.00
         101-45200-33900   DIVIDENDS                        $541.01           $0.00          $21.68           $0.00         $0.00           $0.00
         101-45200-34780   PARK RENTAL FEES               $1,176.56         $900.00       $1,699.52         $900.00       $764.10       $1,000.00
         101-45200-36200   MISCELLANEOUS REVENUE            $300.00           $0.00           $0.00           $0.00         $0.00           $0.00
  45200 PARKS                                             $2,017.57         $900.00       $1,721.20         $900.00       $764.10       $1,000.00

  45300 GUNDERSON HOUSE
         101-45300-33900 DIVIDENDS                          $522.58           $0.00           $0.00           $0.00          $0.00          $0.00
  45300 GUNDERSON HOUSE                                     $522.58           $0.00           $0.00           $0.00          $0.00          $0.00

  45400 COMMUNITY GARDEN
         101-45400-34760 GARDEN PLOT RENTAL FEES            $135.00           $0.00         $100.00           $0.00        $65.00           $0.00
  45400 COMMUNITY GARDEN                                    $135.00           $0.00         $100.00           $0.00        $65.00           $0.00
101 GENERAL FUND                                       $1,760,694.82   $1,829,377.72   $1,887,899.03   $1,751,221.00   $258,897.14   $1,913,273.00

202 CAPITAL OUTLAY

  00000 GENERAL REVENUE
         202-00000-35108   REIMBURSE FOR 2023 PROJEC          $0.00           $0.00           $0.00           $0.00          $0.00          $0.00
         202-00000-36210   INTEREST EARNINGS             $24,298.00           $0.00      $29,470.83           $0.00          $0.00          $0.00
         202-00000-39201   TRANSFER FROM GENERAL FU      $49,288.00           $0.00           $0.00           $0.00          $0.00          $0.00
         202-00000-39203   TRANSFER FROM SP.REVENUE           $0.00           $0.00           $0.00           $0.00          $0.00          $0.00
  00000 GENERAL REVENUE                                  $73,586.00           $0.00      $29,470.83           $0.00          $0.00          $0.00

  42000 PUBLIC SAFETY
         202-42000-31110   CURRENT AD VALOREM TAXES           $0.00           $0.00           $0.00      $15,200.00          $0.00          $0.00
         202-42000-39208   TRANSFER FROM GENERAL FU       $9,000.00           $0.00     $108,000.00           $0.00          $0.00          $0.00
  42000 PUBLIC SAFETY                                     $9,000.00           $0.00     $108,000.00      $15,200.00          $0.00          $0.00

  43100 STREETS
         202-43100-31110   CURRENT AD VALOREM TAXES           $0.00           $0.00           $0.00      $66,400.00          $0.00     $56,400.00
         202-43100-39209   TRANSFER FROM GENERAL FU      $45,000.00           $0.00      $45,000.00           $0.00          $0.00          $0.00
  43100 STREETS                                          $45,000.00           $0.00      $45,000.00      $66,400.00          $0.00     $56,400.00

  45000 CULTURE & RECREATION
         202-45000-31110 CURRENT AD VALOREM TAXES             $0.00           $0.00           $0.00      $30,200.00          $0.00     $20,200.00
         202-45000-33400 STATE GRANTS & AIDS                  $0.00           $0.00           $0.00           $0.00          $0.00          $0.00
         202-45000-39201 TRANSFER FROM GENERAL FU        $15,000.00           $0.00      $45,000.00           $0.00          $0.00          $0.00
                                                                                                                                                                199
                                                                                                                                            09/01/26 5:21 PM
                                                                      CITY OF KENYON
                                                                                                                                                      Page 4
                                                                   ABDO REVENUE BUDGET

                                                                              2025                        2026         2026         2027
           SADAct Code      Last Dim Descr                   2024 Amt       Budget      2025 Amt        Budget      YTD Amt       Budget
   45000 CULTURE & RECREATION                               $15,000.00        $0.00    $45,000.00    $30,200.00        $0.00   $20,200.00

   45300 GUNDERSON HOUSE
          202-45300-31110 CURRENT AD VALOREM TAXES               $0.00        $0.00         $0.00     $4,700.00        $0.00    $4,700.00
   45300 GUNDERSON HOUSE                                         $0.00        $0.00         $0.00     $4,700.00        $0.00    $4,700.00

   48100 GEN GOVMNT CAPITAL OUTLAY
          202-48100-33400 STATE GRANTS & AIDS                    $0.00        $0.00         $0.00         $0.00        $0.00        $0.00
          202-48100-39340 CAPITAL LEASE PROCEEDS                 $0.00        $0.00         $0.00         $0.00        $0.00        $0.00
   48100 GEN GOVMNT CAPITAL OUTLAY                               $0.00        $0.00         $0.00         $0.00        $0.00        $0.00

   48200 PUBLIC SAFETY CAPITAL OUTLAY
          202-48200-33400 STATE GRANTS & AIDS                    $0.00        $0.00         $0.00         $0.00        $0.00        $0.00
          202-48200-34409 REIMBURSEMENTS                         $0.00        $0.00         $0.00         $0.00        $0.00        $0.00
          202-48200-34790 SALE OF EXCESS EQUIPMENT               $0.00        $0.00         $0.00         $0.00        $0.00        $0.00
          202-48200-39201 TRANSFER FROM GENERAL FU               $0.00        $0.00         $0.00         $0.00        $0.00        $0.00
          202-48200-39208 TRANSFER FROM GENERAL FU               $0.00        $0.00         $0.00         $0.00        $0.00        $0.00
   48200 PUBLIC SAFETY CAPITAL OUTLAY                            $0.00        $0.00         $0.00         $0.00        $0.00        $0.00

   48300 STREETS & HWY CAPITAL OUTLAY
          202-48300-34790 SALE OF EXCESS EQUIPMENT               $0.00        $0.00         $0.00         $0.00        $0.00        $0.00
          202-48300-36200 MISCELLANEOUS REVENUE                  $0.00        $0.00        -$0.28         $0.00        $0.00        $0.00
   48300 STREETS & HWY CAPITAL OUTLAY                            $0.00        $0.00        -$0.28         $0.00        $0.00        $0.00
202 CAPITAL OUTLAY                                         $142,586.00        $0.00   $227,470.55   $116,500.00        $0.00   $81,300.00

203 FIRE

   00000 GENERAL REVENUE
          203-00000-31110   CURRENT AD VALOREM TAXES       $100,709.00   $97,613.00    $97,613.00    $99,962.00        $0.00   $98,613.00
          203-00000-33400   STATE GRANTS & AIDS                  $0.00   $10,000.00    $11,000.00    $10,000.00        $0.00   $10,000.00
          203-00000-33401   LOCAL GOVERNMENT AID                 $0.00        $0.00         $0.00         $0.00        $0.00        $0.00
          203-00000-33420   STATE FIRE AID                  $39,078.36   $33,000.00    $86,591.27    $33,000.00        $0.00   $48,000.00
          203-00000-33900   DIVIDENDS                          $749.00        $0.00         $0.00         $0.00        $0.00        $0.00
          203-00000-34200   FIRE - TOWNSHIP CONTRACT       $108,378.69   $93,785.00    $93,785.02    $93,785.00   $13,289.56   $93,785.00
          203-00000-34409   REIMBURSEMENTS                       $0.00        $0.00     $5,537.23         $0.00        $0.00        $0.00
          203-00000-34411   REIMBURSEMENT-FIRE SUPPR        $10,000.00        $0.00     $7,000.10         $0.00    $1,150.00        $0.00
          203-00000-34790   SALE OF EXCESS EQUIPMENT             $0.00        $0.00     $2,730.00         $0.00        $0.00        $0.00
          203-00000-35108   REIMBURSE FOR 2023 PROJEC            $0.00        $0.00         $0.00         $0.00        $0.00        $0.00
          203-00000-36105   SPECIAL ASSESS. -DEL UTILITI         $0.00      $210.00         $0.00         $0.00        $0.00        $0.00
          203-00000-36200   MISCELLANEOUS REVENUE              $250.00        $0.00        $21.57         $0.00      $880.89        $0.00
          203-00000-36210   INTEREST EARNINGS               $11,158.00       $75.00     $5,889.23        $75.00        $0.00   $10,000.00
          203-00000-36230   DONATIONS                        $1,600.00        $0.00    $17,050.00         $0.00        $0.00        $0.00
          203-00000-36235   Donation - Donor Restricted     $68,966.77        $0.00    $10,000.00         $0.00        $0.00        $0.00
          203-00000-39201   TRANSFER FROM GENERAL FU        $78,925.00        $0.00         $0.00         $0.00        $0.00        $0.00
                                                                                                                                                       200
                                                                                                                                                 09/01/26 5:21 PM
                                                                        CITY OF KENYON
                                                                                                                                                           Page 5
                                                                     ABDO REVENUE BUDGET

                                                                                 2025                        2026          2026          2027
           SADAct Code        Last Dim Descr                   2024 Amt        Budget      2025 Amt        Budget       YTD Amt        Budget
          203-00000-39207 TRANSFER FROM CAPITAL FUN                $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
   00000 GENERAL REVENUE                                     $419,814.82   $234,683.00   $337,217.42   $236,822.00    $15,320.45   $260,398.00

   42200 FIRE
          203-42200-36105     SPECIAL ASSESS. -DEL UTILITI      $266.00          $0.00         $0.00         $0.00         $0.00         $0.00
          203-42200-39201     TRANSFER FROM GENERAL FU            $0.00          $0.00         $0.00         $0.00         $0.00         $0.00
   42200 FIRE                                                   $266.00          $0.00         $0.00         $0.00         $0.00         $0.00
203 FIRE                                                     $420,080.82   $234,683.00   $337,217.42   $236,822.00    $15,320.45   $260,398.00

204 LIBRARY

   00000 GENERAL REVENUE
          204-00000-31110 CURRENT AD VALOREM TAXES           $135,675.00   $140,137.00   $140,137.00   $154,817.00         $0.00   $162,171.00
          204-00000-33620 LIBRARY COUNTY AID                  $45,028.22    $49,685.00    $49,685.07    $54,323.00    $27,161.56    $59,051.00
          204-00000-33621 LIBRARY GRANTS OTHER                     $0.00         $0.00     $2,000.00         $0.00         $0.00         $0.00
            204-00000-33900   DIVIDENDS                          $391.91       $200.00         $0.00       $200.00         $0.00         $0.00
            204-00000-34109   CHARGES FOR SERVICES               $698.72       $700.00     $1,068.27       $700.00       $449.23       $900.00
            204-00000-35103   LIBRARY FINES                      $297.44       $200.00       $384.79       $200.00        $84.39       $100.00
            204-00000-36200   MISCELLANEOUS REVENUE            $1,968.25       $500.00     $1,339.16       $750.00       $219.99       $750.00
            204-00000-36210   INTEREST EARNINGS                $2,884.00        $90.00     $3,331.60        $90.00         $0.00       $300.00
            204-00000-39202   TRANSFER FROM ENTERPRISE             $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
   00000 GENERAL REVENUE                                     $186,943.54   $191,512.00   $197,945.89   $211,080.00    $27,915.17   $223,272.00
204 LIBRARY                                                  $186,943.54   $191,512.00   $197,945.89   $211,080.00    $27,915.17   $223,272.00

205 ECONOMIC DEVELOPMENT AUTHORITY

   00000 GENERAL REVENUE
          205-00000-31110 CURRENT AD VALOREM TAXES            $26,331.00    $89,447.30    $89,447.30    $82,249.00         $0.00    $95,327.00
          205-00000-33600 GRANTS FROM OTHER                        $0.00         $0.00         $0.00         $0.00     $8,000.00         $0.00
            205-00000-33900   DIVIDENDS                           $51.55         $0.00         $0.00         $0.00         $0.00         $0.00
            205-00000-35105   LEASE - IND. PARK LAND               $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
            205-00000-35106   LEASE-NAPA STORE                 $5,400.00     $3,000.00       $450.00     $3,000.00         $0.00         $0.00
            205-00000-36200   MISCELLANEOUS REVENUE                $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
            205-00000-36210   INTEREST EARNINGS                    $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
            205-00000-39106   GAIN ON SALE OF PROPERTY             $0.00         $0.00         $0.00         $0.00   $140,151.97         $0.00
            205-00000-39202   TRANSFER FROM ENTERPRISE             $0.00         $0.00         $0.00    $11,147.00         $0.00         $0.00
          205-00000-39207 TRANSFER FROM CAPITAL FUN                $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
   00000 GENERAL REVENUE                                      $31,782.55    $92,447.30    $89,897.30    $96,396.00   $148,151.97    $95,327.00

   46200 SEMMCHRA DEED GRANT
          205-46200-33100 FEDERAL GRANTS AND AIDS                  $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
          205-46200-33404 STATE GRANTS & AIDS                      $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
   46200 SEMMCHRA DEED GRANT                                       $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
205 ECONOMIC DEVELOPMENT AUTHORITY                            $31,782.55    $92,447.30    $89,897.30    $96,396.00   $148,151.97    $95,327.00
                                                                                                                                                            201
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                                                                    CITY OF KENYON
                                                                                                                                       Page 6
                                                                 ABDO REVENUE BUDGET

                                                                          2025                  2026        2026      2027
        SADAct Code         Last Dim Descr                 2024 Amt     Budget    2025 Amt    Budget     YTD Amt    Budget

210 POLICE FORFEITURES

  00000 GENERAL REVENUE
         210-00000-35200 FORFEITURES                          $0.00      $0.00       $0.00     $0.00        $0.00    $0.00
  00000 GENERAL REVENUE                                       $0.00      $0.00       $0.00     $0.00        $0.00    $0.00
210 POLICE FORFEITURES                                        $0.00      $0.00       $0.00     $0.00        $0.00    $0.00

230 SPECIAL PURPOSE DONATIONS

  00000 GENERAL REVENUE
         230-00000-36210 INTEREST EARNINGS                 $3,002.00     $0.00    $3,547.80    $0.00        $0.00    $0.00
  00000 GENERAL REVENUE                                    $3,002.00     $0.00    $3,547.80    $0.00        $0.00    $0.00

  41000 GENERAL GOVERNMENT
         230-41000-36230 DONATIONS                            $0.00      $0.00       $0.00     $0.00        $0.00    $0.00
  41000 GENERAL GOVERNMENT                                    $0.00      $0.00       $0.00     $0.00        $0.00    $0.00

  42000 PUBLIC SAFETY
         230-42000-36340    DONATIONS-PUBLIC SAFETY        $2,805.60     $0.00    $3,265.00    $0.00        $0.00    $0.00
  42000 PUBLIC SAFETY                                      $2,805.60     $0.00    $3,265.00    $0.00        $0.00    $0.00

  42200 FIRE
         230-42200-36230    DONATIONS                       $100.00      $0.00       $0.00     $0.00        $0.00    $0.00
         230-42200-36235    Donation - Donor Restricted       $0.00      $0.00       $0.00     $0.00        $0.00    $0.00
  42200 FIRE                                                $100.00      $0.00       $0.00     $0.00        $0.00    $0.00

  45000 CULTURE & RECREATION
         230-45000-36330 DONATIONS-CULTURE & RECR         $31,153.75     $0.00   $30,914.47    $0.00   $11,266.71    $0.00
  45000 CULTURE & RECREATION                              $31,153.75     $0.00   $30,914.47    $0.00   $11,266.71    $0.00

  45500 LIBRARY
         230-45500-36230    DONATIONS                      $5,497.00     $0.00    $1,760.00    $0.00        $0.00    $0.00
  45500 LIBRARY                                            $5,497.00     $0.00    $1,760.00    $0.00        $0.00    $0.00
230 SPECIAL PURPOSE DONATIONS                             $42,558.35     $0.00   $39,487.27    $0.00   $11,266.71    $0.00

240 COVID CARES ACT FUNDS

  00000 GENERAL REVENUE
         240-00000-33100 FEDERAL GRANTS AND AIDS          $31,470.00     $0.00       $0.00     $0.00        $0.00    $0.00
         240-00000-36210 INTEREST EARNINGS                     $0.00     $0.00       $0.00     $0.00        $0.00    $0.00
  00000 GENERAL REVENUE                                   $31,470.00     $0.00       $0.00     $0.00        $0.00    $0.00
240 COVID CARES ACT FUNDS                                 $31,470.00     $0.00       $0.00     $0.00        $0.00    $0.00

301 2012 G.O. IMP. BONDS-STREETS

  00000 GENERAL REVENUE
         301-00000-36210 INTEREST EARNINGS                    $0.00      $0.00       $0.00     $0.00        $0.00    $0.00              202
                                                                                                                                      09/01/26 5:21 PM
                                                                  CITY OF KENYON
                                                                                                                                                Page 7
                                                               ABDO REVENUE BUDGET

                                                                           2025                        2026       2026        2027
        SADAct Code        Last Dim Descr                2024 Amt        Budget      2025 Amt        Budget    YTD Amt      Budget
  00000 GENERAL REVENUE                                      $0.00         $0.00         $0.00         $0.00     $0.00        $0.00

  47000 DEBT SERVICE
         301-47000-31110   CURRENT AD VALOREM TAXES          $0.00         $0.00         $0.00         $0.00     $0.00        $0.00
  47000 DEBT SERVICE                                         $0.00         $0.00         $0.00         $0.00     $0.00        $0.00
301 2012 G.O. IMP. BONDS-STREETS                             $0.00         $0.00         $0.00         $0.00     $0.00        $0.00

303 2016 FIRST STREET IMPROVEMENTS

  00000 GENERAL REVENUE
         303-00000-36210 INTEREST EARNINGS               $1,129.00         $0.00     $1,843.00         $0.00     $0.00        $0.00
  00000 GENERAL REVENUE                                  $1,129.00         $0.00     $1,843.00         $0.00     $0.00        $0.00

  47000 DEBT SERVICE
         303-47000-31110   CURRENT AD VALOREM TAXES     $26,800.00    $26,800.00    $26,800.00    $29,400.00     $0.00   $26,971.00
         303-47000-36101   SPECIAL ASSESSMENTS           $7,809.91     $8,182.00     $8,306.05         $0.00     $0.00        $0.00
  47000 DEBT SERVICE                                    $34,609.91    $34,982.00    $35,106.05    $29,400.00     $0.00   $26,971.00
303 2016 FIRST STREET IMPROVEMENTS                      $35,738.91    $34,982.00    $36,949.05    $29,400.00     $0.00   $26,971.00

307 2007 G.O. REFUNDING BONDS

  00000 GENERAL REVENUE
         307-00000-36210 INTEREST EARNINGS                 $18.00          $0.00        -$0.39         $0.00     $0.00        $0.00
  00000 GENERAL REVENUE                                    $18.00          $0.00        -$0.39         $0.00     $0.00        $0.00
307 2007 G.O. REFUNDING BONDS                              $18.00          $0.00        -$0.39         $0.00     $0.00        $0.00

310 2020A GO BOND (RW, BUS PK, 2ND

  00000 GENERAL REVENUE
         310-00000-36210 INTEREST EARNINGS               $4,893.00         $0.00     $8,953.20         $0.00     $0.00        $0.00
  00000 GENERAL REVENUE                                  $4,893.00         $0.00     $8,953.20         $0.00     $0.00        $0.00

  47000 DEBT SERVICE
         310-47000-31110   CURRENT AD VALOREM TAXES    $138,259.00   $138,259.00   $138,259.00    $85,035.00     $0.00   $82,344.00
         310-47000-36101   SPECIAL ASSESSMENTS          $51,261.94    $38,747.00    $57,047.81    $38,787.00     $0.00        $0.00
         310-47000-39207   TRANSFER FROM CAPITAL FUN         $0.00         $0.00         $0.00         $0.00     $0.00        $0.00
  47000 DEBT SERVICE                                   $189,520.94   $177,006.00   $195,306.81   $123,822.00     $0.00   $82,344.00
310 2020A GO BOND (RW, BUS PK, 2ND                     $194,413.94   $177,006.00   $204,260.01   $123,822.00     $0.00   $82,344.00

320 2016B GO USDA BOND FIRE HALL

  00000 GENERAL REVENUE
         320-00000-36210 INTEREST EARNINGS                $593.00          $0.00      $726.78          $0.00     $0.00        $0.00
  00000 GENERAL REVENUE                                   $593.00          $0.00      $726.78          $0.00     $0.00        $0.00

  47100 2016 FIRE HALL BOND CIP NOTES
         320-47100-31110 CURRENT AD VALOREM TAXES       $91,125.00    $91,125.00    $91,125.00    $95,681.00     $0.00   $95,572.00              203
                                                                                                                                    09/01/26 5:21 PM
                                                                CITY OF KENYON
                                                                                                                                              Page 8
                                                             ABDO REVENUE BUDGET

                                                                        2025                      2026         2026         2027
          SADAct Code       Last Dim Descr             2024 Amt       Budget     2025 Amt       Budget      YTD Amt       Budget
   47100 2016 FIRE HALL BOND CIP NOTES                $91,125.00   $91,125.00   $91,125.00   $95,681.00        $0.00   $95,572.00
320 2016B GO USDA BOND FIRE HALL                      $91,718.00   $91,125.00   $91,851.78   $95,681.00        $0.00   $95,572.00

321 2016B USDA NOTE FIRE HALL

   00000 GENERAL REVENUE
          321-00000-36210 INTEREST EARNINGS             $720.00         $0.00     $881.44         $0.00        $0.00        $0.00
   00000 GENERAL REVENUE                                $720.00         $0.00     $881.44         $0.00        $0.00        $0.00

   47200 2016 FIRE HALL BOND USDA NOTES
          321-47200-31110 CURRENT AD VALOREM TAXES    $19,341.00   $19,341.00   $19,341.00   $20,308.00        $0.00   $20,308.00
          321-47200-39206 TRANSFER FROM DEBT SERV.         $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
          321-47200-39207 TRANSFER FROM CAPITAL FUN        $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
   47200 2016 FIRE HALL BOND USDA NOTES               $19,341.00   $19,341.00   $19,341.00   $20,308.00        $0.00   $20,308.00
321 2016B USDA NOTE FIRE HALL                         $20,061.00   $19,341.00   $20,222.44   $20,308.00        $0.00   $20,308.00

323 2023A G.O. Bond

   00000 GENERAL REVENUE
          323-00000-31110 CURRENT AD VALOREM TAXES         $0.00        $0.00        $0.00   $76,000.00       $0.00    $78,273.00
          323-00000-36210 INTEREST EARNINGS               -$0.10        $0.00   $21,379.13        $0.00      $25.35         $0.00
   00000 GENERAL REVENUE                                  -$0.10        $0.00   $21,379.13   $76,000.00      $25.35    $78,273.00

   47000 DEBT SERVICE
          323-47000-36210   INTEREST EARNINGS          $6,976.90        $0.00        $0.00        $0.00        $0.00        $0.00
          323-47000-39310   GO BOND PROCEEDS               $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
          323-47000-39312   PREMIUM ON BONDS ISSUED        $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
   47000 DEBT SERVICE                                  $6,976.90        $0.00        $0.00        $0.00        $0.00        $0.00

   47300 2023 Pearl Creek/Street Improv
          323-47300-36210 INTEREST EARNINGS               $0.00         $0.00        $0.00        $0.00        $0.00        $0.00
   47300 2023 Pearl Creek/Street Improv                   $0.00         $0.00        $0.00        $0.00        $0.00        $0.00
323 2023A G.O. Bond                                    $6,976.80        $0.00   $21,379.13   $76,000.00      $25.35    $78,273.00

325 2025 Street Projects

   00000 GENERAL REVENUE
          325-00000-31110 CURRENT AD VALOREM TAXES        $0.00         $0.00        $0.00   $77,500.00        $0.00   $78,363.00
          325-00000-36210 INTEREST EARNINGS               $0.00         $0.00   $44,211.93        $0.00   $43,907.12        $0.00
   00000 GENERAL REVENUE                                  $0.00         $0.00   $44,211.93   $77,500.00   $43,907.12   $78,363.00

   47000 DEBT SERVICE
          325-47000-36100   SPECIAL ASSESSMENTS           $0.00         $0.00   $28,768.25        $0.00   $26,416.63        $0.00
          325-47000-39310   GO BOND PROCEEDS              $0.00         $0.00        $0.00        $0.00        $0.00        $0.00
          325-47000-39312   PREMIUM ON BONDS ISSUED       $0.00         $0.00   $26,500.20        $0.00        $0.00        $0.00
          325-47000-39320   Premiums on Bonds Sold        $0.00         $0.00        $0.00        $0.00        $0.00        $0.00
                                                                                                                                               204
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                                                                  CITY OF KENYON
                                                                                                                                                Page 9
                                                               ABDO REVENUE BUDGET

                                                                          2025                      2026         2026         2027
          SADAct Code       Last Dim Descr               2024 Amt       Budget     2025 Amt       Budget      YTD Amt       Budget
   47000 DEBT SERVICE                                        $0.00        $0.00   $55,268.45        $0.00   $26,416.63        $0.00
325 2025 Street Projects                                     $0.00        $0.00   $99,480.38   $77,500.00   $70,323.75   $78,363.00

331 2020 FREIGHTLINER 114SD

   47000 DEBT SERVICE
          331-47000-39207   TRANSFER FROM CAPITAL FUN   $36,522.78   $36,523.00       $0.00         $0.00        $0.00        $0.00
   47000 DEBT SERVICE                                   $36,522.78   $36,523.00       $0.00         $0.00        $0.00        $0.00
331 2020 FREIGHTLINER 114SD                             $36,522.78   $36,523.00       $0.00         $0.00        $0.00        $0.00

336 2019 FORD F150 LEASE

   00000 GENERAL REVENUE
          336-00000-36210 INTEREST EARNINGS              $3,889.00        $0.00       $0.00         $0.00        $0.00        $0.00
   00000 GENERAL REVENUE                                 $3,889.00        $0.00       $0.00         $0.00        $0.00        $0.00

   47000 DEBT SERVICE
          336-47000-39207   TRANSFER FROM CAPITAL FUN        $0.00        $0.00       $0.00         $0.00        $0.00        $0.00
   47000 DEBT SERVICE                                        $0.00        $0.00       $0.00         $0.00        $0.00        $0.00
336 2019 FORD F150 LEASE                                 $3,889.00        $0.00       $0.00         $0.00        $0.00        $0.00

340 RED WING AVE CAPITAL PROJECT

   00000 GENERAL REVENUE
          340-00000-36210 INTEREST EARNINGS                  $0.00        $0.00       $0.00         $0.00        $0.00        $0.00
   00000 GENERAL REVENUE                                     $0.00        $0.00       $0.00         $0.00        $0.00        $0.00

   43100 STREETS
          340-43100-36101   SPECIAL ASSESSMENTS              $0.00        $0.00       $0.00         $0.00        $0.00        $0.00
          340-43100-36210   INTEREST EARNINGS           $11,697.34   $10,000.00       $0.00    $10,000.00        $0.00        $0.00
          340-43100-39202   TRANSFER FROM ENTERPRISE         $0.00        $0.00       $0.00         $0.00        $0.00        $0.00
          340-43100-39310   GO BOND PROCEEDS                 $0.00        $0.00       $0.00         $0.00        $0.00        $0.00
          340-43100-39312   PREMIUM ON BONDS ISSUED          $0.00        $0.00       $0.00         $0.00        $0.00        $0.00
   43100 STREETS                                        $11,697.34   $10,000.00       $0.00    $10,000.00        $0.00        $0.00

   47100 2016 FIRE HALL BOND CIP NOTES
          340-47100-39202 TRANSFER FROM ENTERPRISE           $0.00        $0.00       $0.00         $0.00        $0.00        $0.00
   47100 2016 FIRE HALL BOND CIP NOTES                       $0.00        $0.00       $0.00         $0.00        $0.00        $0.00
340 RED WING AVE CAPITAL PROJECT                        $11,697.34   $10,000.00       $0.00    $10,000.00        $0.00        $0.00

402 2004 SUNSET HOME TAX INCREMENT

   00000 GENERAL REVENUE
          402-00000-31050 TAX INCREMENTS                     $0.00        $0.00       $0.00         $0.00        $0.00        $0.00
          402-00000-31110 CURRENT AD VALOREM TAXES           $0.00        $0.00       $0.00         $0.00        $0.00        $0.00
          402-00000-36210 INTEREST EARNINGS                  $0.00        $0.00       $0.00         $0.00        $0.00        $0.00
                                                                                                                                                 205
                                                                                                                               09/01/26 5:21 PM
                                                                    CITY OF KENYON
                                                                                                                                        Page 10
                                                                 ABDO REVENUE BUDGET

                                                                          2025                     2026       2026      2027
          SADAct Code          Last Dim Descr              2024 Amt     Budget       2025 Amt    Budget    YTD Amt    Budget
   00000 GENERAL REVENUE                                      $0.00      $0.00          $0.00     $0.00      $0.00     $0.00
402 2004 SUNSET HOME TAX INCREMENT                            $0.00      $0.00          $0.00     $0.00      $0.00     $0.00

405 2023 Street Overlay Proj

   43100 STREETS
          405-43100-35108      REIMBURSE FOR 2023 PROJEC      $0.00      $0.00          $0.00     $0.00      $0.00     $0.00
   43100 STREETS                                              $0.00      $0.00          $0.00     $0.00      $0.00     $0.00

   47000 DEBT SERVICE
          405-47000-39310      GO BOND PROCEEDS               $0.00      $0.00          $0.00     $0.00      $0.00     $0.00
          405-47000-39312      PREMIUM ON BONDS ISSUED        $0.00      $0.00          $0.00     $0.00      $0.00     $0.00
   47000 DEBT SERVICE                                         $0.00      $0.00          $0.00     $0.00      $0.00     $0.00
405 2023 Street Overlay Proj                                  $0.00      $0.00          $0.00     $0.00      $0.00     $0.00

420 INDUSTRIAL PARK

   00000 GENERAL REVENUE
          420-00000-33100      FEDERAL GRANTS AND AIDS         $0.00     $0.00          $0.00     $0.00       $0.00    $0.00
          420-00000-36210      INTEREST EARNINGS           $4,928.85     $0.00      $6,031.46     $0.00   $3,758.57    $0.00
          420-00000-39202      TRANSFER FROM ENTERPRISE        $0.00     $0.00          $0.00     $0.00       $0.00    $0.00
          420-00000-39310      GO BOND PROCEEDS                $0.00     $0.00          $0.00     $0.00       $0.00    $0.00
          420-00000-39312      PREMIUM ON BONDS ISSUED         $0.00     $0.00          $0.00     $0.00       $0.00    $0.00
   00000 GENERAL REVENUE                                   $4,928.85     $0.00      $6,031.46     $0.00   $3,758.57    $0.00
420 INDUSTRIAL PARK                                        $4,928.85     $0.00      $6,031.46     $0.00   $3,758.57    $0.00

425 2025 Street Project

   43100 STREETS
          425-43100-39310      GO BOND PROCEEDS               $0.00      $0.00          $0.00     $0.00      $0.00     $0.00
          425-43100-39312      PREMIUM ON BONDS ISSUED        $0.00      $0.00          $0.00     $0.00      $0.00     $0.00
   43100 STREETS                                              $0.00      $0.00          $0.00     $0.00      $0.00     $0.00

   47000 DEBT SERVICE
          425-47000-39310      GO BOND PROCEEDS               $0.00      $0.00   $1,325,000.00    $0.00      $0.00     $0.00
          425-47000-39312      PREMIUM ON BONDS ISSUED        $0.00      $0.00           $0.00    $0.00      $0.00     $0.00
   47000 DEBT SERVICE                                         $0.00      $0.00   $1,325,000.00    $0.00      $0.00     $0.00
425 2025 Street Project                                       $0.00      $0.00   $1,325,000.00    $0.00      $0.00     $0.00

430 2016 FIRST ST CAPITAL PROJECT

   43100 STREETS
          430-43100-36210      INTEREST EARNINGS              $0.00      $0.00          $0.00     $0.00      $0.00     $0.00
          430-43100-39200      TRANSFERS INTERFUND            $0.00      $0.00          $0.00     $0.00      $0.00     $0.00
   43100 STREETS                                              $0.00      $0.00          $0.00     $0.00      $0.00     $0.00
                                                                                                                                          206
                                                                                                                                         09/01/26 5:21 PM
                                                                     CITY OF KENYON
                                                                                                                                                  Page 11
                                                                  ABDO REVENUE BUDGET

                                                                              2025                        2026          2026      2027
        SADAct Code        Last Dim Descr                   2024 Amt        Budget      2025 Amt        Budget       YTD Amt    Budget
430 2016 FIRST ST CAPITAL PROJECT                               $0.00         $0.00         $0.00         $0.00         $0.00    $0.00

601 WATER

  00000 GENERAL REVENUE
         601-00000-33100   FEDERAL GRANTS AND AIDS              $0.00         $0.00         $0.00         $0.00        $0.00     $0.00
         601-00000-33400   STATE GRANTS & AIDS                  $0.00         $0.00         $0.00         $0.00        $0.00     $0.00
         601-00000-33407   PERA AID                             $0.00         $0.00         $0.00         $0.00        $0.00     $0.00
         601-00000-33430   STATE SEMMCHRA GRANT                 $0.00         $0.00         $0.00         $0.00        $0.00     $0.00
         601-00000-33439   PENSION REVENUE                  $1,341.00         $0.00         $0.00         $0.00        $0.00     $0.00
         601-00000-34101   THAW WATER SERVICE/METER             $0.00         $0.00         $0.00         $0.00      $836.80     $0.00
         601-00000-34409   REIMBURSEMENTS                       $0.00         $0.00         $0.00         $0.00        $0.00     $0.00
         601-00000-34790   SALE OF EXCESS EQUIPMENT             $0.00         $0.00         $0.00         $0.00         $0.00    $0.00
         601-00000-35000   NSF/RECON/SHUTOFF NOTICE             $0.00         $0.00       $480.00         $0.00         $0.00    $0.00
         601-00000-36101   SPECIAL ASSESSMENTS              $4,787.51         $0.00    $69,298.38         $0.00         $0.00    $0.00
         601-00000-36105   SPECIAL ASSESS. -DEL UTILITI         $0.00         $0.00         $0.00         $0.00         $0.00    $0.00
         601-00000-36200   MISCELLANEOUS REVENUE                $0.00         $0.00     $1,570.49         $0.00         $0.00    $0.00
         601-00000-36210   INTEREST EARNINGS               $44,012.86    $17,000.00    $43,936.90    $25,000.00    $92,327.37    $0.00
         601-00000-36225   POLE CONTACT CHARGE                  $0.00         $0.00         $0.00         $0.00         $0.00    $0.00
         601-00000-36226   Water Tower Lease                $8,635.00     $7,200.00     $7,200.00     $7,200.00     $3,600.00    $0.00
         601-00000-36227   Electric Pole Lease                  $0.00         $0.00         $0.00         $0.00         $0.00    $0.00
         601-00000-37110   WATER SALES                    $424,853.43   $400,000.00   $413,327.81   $400,000.00   $201,148.73    $0.00
         601-00000-37120   WATER SALES - BULK SALES            $48.40       $700.00       $155.73       $700.00        $84.63    $0.00
         601-00000-37150   CONNECTION FEES-BLDG PER             $0.00         $0.00     $8,610.80         $0.00     $1,130.00    $0.00
         601-00000-37160   WATER PENALTIES                  $2,192.49     $2,500.00     $1,717.26     $2,500.00     $1,303.04    $0.00
         601-00000-39202   TRANSFER FROM ENTERPRISE             $0.00         $0.00         $0.00    $25,000.00         $0.00    $0.00
         601-00000-39900   CONTRIBUTED CAP FROM GOV             $0.00         $0.00         $0.00         $0.00         $0.00    $0.00
         601-00000-39999   PRIOR PERIOD ADJUSTMENT        -$25,070.00         $0.00         $0.00         $0.00         $0.00    $0.00
  00000 GENERAL REVENUE                                   $460,800.69   $427,400.00   $546,297.37   $460,400.00   $300,430.57    $0.00

  49440 WATER - GENERAL
         601-49440-33900   DIVIDENDS                            $0.00         $0.00         $0.00         $0.00         $0.00    $0.00
  49440 WATER - GENERAL                                         $0.00         $0.00         $0.00         $0.00         $0.00    $0.00
601 WATER                                                 $460,800.69   $427,400.00   $546,297.37   $460,400.00   $300,430.57    $0.00

602 SANITARY SEWER

  00000 GENERAL REVENUE
         602-00000-31110   CURRENT AD VALOREM TAXES             $0.00         $0.00         $0.00         $0.00         $0.00    $0.00
         602-00000-33100   FEDERAL GRANTS AND AIDS              $0.00         $0.00         $0.00         $0.00         $0.00    $0.00
         602-00000-33400   STATE GRANTS & AIDS                  $0.00         $0.00         $0.00         $0.00         $0.00    $0.00
         602-00000-33407   PERA AID                             $0.00         $0.00         $0.00         $0.00         $0.00    $0.00
         602-00000-33439   PENSION REVENUE                    $778.00         $0.00         $0.00         $0.00         $0.00    $0.00
         602-00000-33900   DIVIDENDS                        $1,344.04         $0.00         $0.00         $0.00         $0.00    $0.00
                                                                                                                                                    207
                                                                                                                                               09/01/26 5:21 PM
                                                                       CITY OF KENYON
                                                                                                                                                        Page 12
                                                                    ABDO REVENUE BUDGET

                                                                                  2025                          2026          2026      2027
        SADAct Code        Last Dim Descr                     2024 Amt          Budget      2025 Amt          Budget       YTD Amt    Budget
         602-00000-34407   UTILITY CONNECTION FEES           $5,400.00       $5,000.00      $7,200.00      $5,000.00        $900.00    $0.00
         602-00000-34409   REIMBURSEMENTS                        $0.00           $0.00      $6,784.00          $0.00          $0.00    $0.00
         602-00000-34790   SALE OF EXCESS EQUIPMENT          $2,916.18           $0.00          $0.00          $0.00          $0.00    $0.00
         602-00000-35108   REIMBURSE FOR 2023 PROJEC             $0.00           $0.00          $0.00          $0.00          $0.00    $0.00
         602-00000-36101   SPECIAL ASSESSMENTS               $1,452.98       $4,500.00     $45,162.76          $0.00          $0.00    $0.00
         602-00000-36105   SPECIAL ASSESS. -DEL UTILITI          $0.00           $0.00          $0.00          $0.00          $0.00    $0.00
         602-00000-36200   MISCELLANEOUS REVENUE            $11,354.10           $0.00     $11,146.34          $0.00      $4,666.00    $0.00
         602-00000-36210   INTEREST EARNINGS                $82,553.30      $50,000.00     $10,140.89     $50,000.00     $34,178.28    $0.00
         602-00000-37200   SANITARY SEWER CHARGES          $584,486.00     $526,000.00    $568,578.15    $526,000.00    $294,656.88    $0.00
         602-00000-39202   TRANSFER FROM ENTERPRISE              $0.00           $0.00          $0.00          $0.00          $0.00    $0.00
         602-00000-39207   TRANSFER FROM CAPITAL FUN             $0.00           $0.00          $0.00          $0.00          $0.00    $0.00
         602-00000-39900   CONTRIBUTED CAP FROM GOV              $0.00           $0.00          $0.00          $0.00          $0.00    $0.00
         602-00000-39999   PRIOR PERIOD ADJUSTMENT         -$84,101.15           $0.00          $0.00          $0.00          $0.00    $0.00
  00000 GENERAL REVENUE                                    $606,183.45     $585,500.00    $649,012.14    $581,000.00    $334,401.16    $0.00
602 SANITARY SEWER                                         $606,183.45     $585,500.00    $649,012.14    $581,000.00    $334,401.16    $0.00

603 ELECTRIC

  00000 GENERAL REVENUE
         603-00000-33400   STATE GRANTS & AIDS                    $0.00          $0.00          $0.00          $0.00          $0.00    $0.00
         603-00000-33407   PERA AID                               $0.00          $0.00          $0.00          $0.00          $0.00    $0.00
         603-00000-33439   PENSION REVENUE                    $3,252.00          $0.00          $0.00          $0.00          $0.00    $0.00
         603-00000-33800   SHARE OF CMPAS INCOME              $8,582.50          $0.00          $0.00          $0.00          $0.00    $0.00
         603-00000-34109   CHARGES FOR SERVICES              -$9,521.00          $0.00          $0.00          $0.00      $4,694.43    $0.00
         603-00000-34140   TRENCHING & LAYING WIRE F              $0.00          $0.00          $0.00          $0.00          $0.00    $0.00
         603-00000-34790   SALE OF EXCESS EQUIPMENT               $0.00          $0.00          $0.00          $0.00          $0.00    $0.00
         603-00000-35000   NSF/RECON/SHUTOFF NOTICE               $0.00       $6,000.00     $2,040.00       $6,000.00     $2,799.83    $0.00
         603-00000-36101   SPECIAL ASSESSMENTS                    $0.00           $0.00         $0.00           $0.00         $0.00    $0.00
         603-00000-36105   SPECIAL ASSESS. -DEL UTILITI           $0.00           $0.00         $0.00           $0.00         $0.00    $0.00
         603-00000-36200   MISCELLANEOUS REVENUE             $10,687.46           $0.00     $9,696.08           $0.00    $14,968.01    $0.00
         603-00000-36210   INTEREST EARNINGS                $201,175.17     $200,000.00   $281,010.56     $200,000.00    $10,377.47    $0.00
         603-00000-36211   INT INCOME-CITY INTF LOAN-           $816.00           $0.00       $551.00           $0.00       $279.00    $0.00
         603-00000-36212   INT INC-CITY INTF LOAN             $1,478.00           $0.00         $0.00           $0.00         $0.00    $0.00
         603-00000-36214   INT INC-CITY LIQUOR INTF L             $0.00           $0.00         $0.00           $0.00         $0.00    $0.00
         603-00000-36225   POLE CONTACT CHARGE                $4,981.00       $5,000.00     $4,981.00       $7,000.00     $2,314.00    $0.00
         603-00000-36260   GARBAGE BILLING FEE               -$8,041.00      $50,000.00   $222,610.89      $50,000.00   $120,616.89    $0.00
         603-00000-36261   GARBAGE BILLING FEE - Tax         $20,571.67      $38,000.00         $0.00      $21,000.00         $0.00    $0.00
         603-00000-36262   GARBAGE BILLING FEE - FUEL         $5,936.31       $2,300.00         $0.00       $2,300.00     $6,380.88    $0.00
         603-00000-37150   CONNECTION FEES-BLDG PER               $0.00       $2,000.00     $2,000.00       $2,000.00       $250.00    $0.00
         603-00000-37320   RECYCLING CUSTOMER CHARG              -$0.16           $0.00         $0.00           $0.00         $0.00    $0.00
         603-00000-37410   RESIDENTIAL ELEC SALES         $1,089,706.11   $1,200,000.00   $750,048.00   $1,200,000.00   $453,925.40    $0.00
         603-00000-37420   COMMERCIAL & INDUST ELEC         $195,214.79     $300,000.00   $129,321.64     $300,000.00   $116,850.51    $0.00
                                                                                                                                                          208
                                                                                                                                                  09/01/26 5:21 PM
                                                                      CITY OF KENYON
                                                                                                                                                           Page 13
                                                                   ABDO REVENUE BUDGET

                                                                                 2025                            2026            2026      2027
        SADAct Code        Last Dim Descr                    2024 Amt          Budget        2025 Amt          Budget         YTD Amt    Budget
         603-00000-37425   ELECTRIC SALES TAX                    $0.00           $0.00           $0.00           $0.00           $0.00    $0.00
         603-00000-37430   DEMAND ELECTRIC SALES           $591,368.02     $650,000.00   $1,041,895.98     $650,000.00     $358,296.97    $0.00
         603-00000-37440   PUBLIC STREET & HWY ELEC S       $31,713.16      $22,600.00      $22,383.10      $22,600.00      $21,914.68    $0.00
         603-00000-37460   ELECTRIC PENALTIES                $7,375.96      $45,000.00       $6,326.22       $8,000.00       $2,957.80    $0.00
         603-00000-37470   SECURITY LIGHT SALES              $2,870.00       $3,000.00       $2,060.00       $3,000.00       $1,150.00    $0.00
         603-00000-37485   CAPX2020-TRANSMISSION REV             $0.00           $0.00       $2,767.15           $0.00           $0.00    $0.00
         603-00000-37500   SOLAR SUBSCRIPTION                    $0.00           $0.00           $0.00           $0.00           $0.00    $0.00
         603-00000-39202   TRANSFER FROM ENTERPRISE              $0.00           $0.00           $0.00           $0.00           $0.00    $0.00
         603-00000-39999   PRIOR PERIOD ADJUSTMENT        -$134,124.00           $0.00          -$0.62           $0.00           $0.00    $0.00
  00000 GENERAL REVENUE                                  $2,024,041.99   $2,523,900.00   $2,477,691.00   $2,471,900.00   $1,117,775.87    $0.00

  49590 ELECTRIC - GENERAL
         603-49590-33900 DIVIDENDS                          $4,002.00           $0.00          $14.14           $0.00           $0.00     $0.00
         603-49590-34409 REIMBURSEMENTS                         $0.00           $0.00       $1,450.00           $0.00         $210.00     $0.00
  49590 ELECTRIC - GENERAL                                  $4,002.00           $0.00       $1,464.14           $0.00         $210.00     $0.00

  49600 NON-OPERATING
         603-49600-37482   CMPAS INCOME DISTRIBUTIO             $0.00           $0.00           $0.00           $0.00           $0.00     $0.00
         603-49600-37483   CMPAS REGULATORY ASSET DI            $0.00           $0.00           $0.00           $0.00           $0.00     $0.00
         603-49600-37484   MISO UNDER RECOV & TU PAY            $0.00           $0.00           $0.00           $0.00           $0.00     $0.00
         603-49600-39104   SALE OF UTILITIES PLUS ENER          $0.00           $0.00           $0.00           $0.00           $0.00     $0.00
  49600 NON-OPERATING                                           $0.00           $0.00           $0.00           $0.00           $0.00     $0.00
603 ELECTRIC                                             $2,028,043.99   $2,523,900.00   $2,479,155.14   $2,471,900.00   $1,117,985.87    $0.00

605 STORM SEWER

  00000 GENERAL REVENUE
         605-00000-33400   STATE GRANTS & AIDS                  $0.00           $0.00           $0.00           $0.00           $0.00     $0.00
         605-00000-33407   PERA AID                             $0.00           $0.00           $0.00           $0.00           $0.00     $0.00
         605-00000-33439   PENSION REVENUE                  $1,271.00           $0.00           $0.00           $0.00           $0.00     $0.00
         605-00000-34790   SALE OF EXCESS EQUIPMENT        $12,539.99           $0.00           $0.00           $0.00           $0.00     $0.00
         605-00000-39202   TRANSFER FROM ENTERPRISE             $0.00           $0.00           $0.00           $0.00           $0.00     $0.00
         605-00000-39900   CONTRIBUTED CAP FROM GOV             $0.00           $0.00           $0.00           $0.00           $0.00     $0.00
  00000 GENERAL REVENUE                                    $13,810.99           $0.00           $0.00           $0.00           $0.00     $0.00

  43251 STORM SEWER UTIL & MAINT
         605-43251-33100 FEDERAL GRANTS AND AIDS                $0.00           $0.00           $0.00           $0.00           $0.00     $0.00
         605-43251-33400 STATE GRANTS & AIDS                    $0.00           $0.00           $0.00           $0.00           $0.00     $0.00
         605-43251-33900 DIVIDENDS                             $39.37           $0.00           $0.00           $0.00           $0.00     $0.00
         605-43251-36105 SPECIAL ASSESS. -DEL UTILITI           $0.22       $1,000.00           $0.00       $1,000.00           $0.00     $0.00
         605-43251-36200 MISCELLANEOUS REVENUE                  $0.00           $0.00          -$0.02           $0.00           $0.00     $0.00
         605-43251-36210 INTEREST EARNINGS                 $19,501.37       $6,000.00      $30,335.10       $6,000.00      $29,942.00     $0.00
         605-43251-37202 STORM SEWER MAINT. FEE            $69,044.06     $125,000.00     $154,030.40     $125,000.00      $83,846.45     $0.00
         605-43251-37203 STORM SEWER UTILITY FEE                $0.00           $0.00           $0.00           $0.00           $0.00     $0.00
                                                                                                                                                             209
                                                                                                                                               09/01/26 5:21 PM
                                                                  CITY OF KENYON
                                                                                                                                                        Page 14
                                                               ABDO REVENUE BUDGET

                                                                             2025                          2026          2026          2027
        SADAct Code        Last Dim Descr                2024 Amt          Budget      2025 Amt          Budget       YTD Amt        Budget
         605-43251-39207 TRANSFER FROM CAPITAL FUN           $0.00          $0.00          $0.00          $0.00          $0.00         $0.00
  43251 STORM SEWER UTIL & MAINT                        $88,585.02    $132,000.00    $184,365.48    $132,000.00    $113,788.45         $0.00

  49700 OPERATING TRANSFERS OUT
         605-49700-39200 TRANSFERS INTERFUND                 $0.00          $0.00          $0.00          $0.00          $0.00         $0.00
  49700 OPERATING TRANSFERS OUT                              $0.00          $0.00          $0.00          $0.00          $0.00         $0.00
605 STORM SEWER                                        $102,396.01    $132,000.00    $184,365.48    $132,000.00    $113,788.45         $0.00

609 LIQUOR

  00000 GENERAL REVENUE
         609-00000-33400   STATE GRANTS & AIDS               $0.00           $0.00         $0.00           $0.00         $0.00         $0.00
         609-00000-33407   PERA AID                          $0.00           $0.00         $0.00           $0.00         $0.00         $0.00
         609-00000-33439   PENSION REVENUE                 $182.00           $0.00         $0.00           $0.00         $0.00         $0.00
         609-00000-33900   DIVIDENDS                       $452.35           $0.00         $0.00           $0.00         $0.00         $0.00
         609-00000-34409   REIMBURSEMENTS                    $0.00           $0.00         $0.00           $0.00     $4,186.75         $0.00
         609-00000-36200   MISCELLANEOUS REVENUE         $1,414.89           $0.00     $3,470.46           $0.00       $504.27         $0.00
         609-00000-36210   INTEREST EARNINGS             $6,330.00           $0.00     $3,454.85           $0.00         $0.00         $0.00
         609-00000-36221   PULL TAB RENT-SNOWDRIFTE      $3,134.92           $0.00    $12,752.16           $0.00     $2,716.04         $0.00
         609-00000-36222   PULL TAB RENT-KFDRA          $41,619.00      $45,000.00    $23,970.16      $45,000.00    $17,891.19    $45,000.00
         609-00000-36250   ATM REVENUE                   $3,571.80       $5,000.00     $3,441.73       $5,000.00       $691.37     $5,000.00
         609-00000-36255   LOTTERY SCRATCH OFF COMM          $0.00           $0.00         $0.00           $0.00         $0.00         $0.00
         609-00000-37811   LIQUOR-OFF-SALE             $172,687.53     $190,000.00   $174,590.56     $195,000.00   $103,636.29   $192,000.00
         609-00000-37812   BEER - OFF-SALE             $291,091.32     $330,000.00   $284,257.48     $335,000.00   $143,518.63   $310,000.00
         609-00000-37813   WINE - OFF-SALE              $27,417.05      $36,000.00    $28,489.86      $40,000.00    $13,656.42    $40,000.00
         609-00000-37815   OTHER MERCHANDISE-OFF SA      $8,977.83       $8,000.00     $7,947.76       $8,000.00     $3,460.47     $9,000.00
         609-00000-37816   TOBACCO SALES                $13,223.78      $15,000.00    $10,912.30      $17,000.00     $4,391.00    $13,000.00
         609-00000-37817   THC SALES                         $0.00           $0.00     $8,393.63       $7,000.00     $3,900.62    $15,000.00
         609-00000-37820   MACHINE COMMISSIONS           $7,736.98       $9,000.00     $6,649.25       $9,000.00     $4,007.34     $7,500.00
         609-00000-37900   ROSE FEST                    $11,530.00       $8,000.00         $0.00       $8,000.00         $0.00    $20,000.00
         609-00000-37911   LIQUOR/WINE ON-SALE         $136,347.69     $175,000.00   $119,354.25     $175,000.00    $63,459.04   $132,000.00
         609-00000-37912   BEER ON-SALE                $160,107.15     $155,000.00   $161,466.64     $165,000.00    $79,538.29   $167,000.00
         609-00000-37916   FOOD-ON SALE                 $21,857.79      $30,000.00    $21,874.49      $30,000.00    $10,657.53    $25,000.00
  00000 GENERAL REVENUE                                $907,682.08   $1,006,000.00   $871,025.58   $1,039,000.00   $456,215.25   $980,500.00
609 LIQUOR                                             $907,682.08   $1,006,000.00   $871,025.58   $1,039,000.00   $456,215.25   $980,500.00

900 GASB 34

  00000 GENERAL REVENUE
         900-00000-31000   CURRENT AD VALOREM TAXES      $1,561.00          $0.00     $17,629.42          $0.00          $0.00         $0.00
         900-00000-31020   DELINQUENT TAXES                  $0.00          $0.00          $0.00          $0.00          $0.00         $0.00
         900-00000-33300   STATE REVENUE FOR PERA PE         $0.00          $0.00          $0.00          $0.00          $0.00         $0.00
         900-00000-33400   STATE GRANTS & AIDS               $0.00          $0.00          $0.00          $0.00          $0.00         $0.00
         900-00000-33407   PERA AID                          $0.00          $0.00          $0.00          $0.00          $0.00         $0.00              210
                                                                                                                                                        09/01/26 5:21 PM
                                                                    CITY OF KENYON
                                                                                                                                                                 Page 15
                                                                 ABDO REVENUE BUDGET

                                                                               2025                             2026            2026            2027
        SADAct Code        Last Dim Descr                  2024 Amt          Budget         2025 Amt          Budget         YTD Amt          Budget
         900-00000-33439   PENSION REVENUE                $16,739.00          $0.00            $0.00           $0.00           $0.00           $0.00
         900-00000-34790   SALE OF EXCESS EQUIPMENT       $36,594.00          $0.00       $36,000.00           $0.00           $0.00           $0.00
         900-00000-35108   REIMBURSE FOR 2023 PROJEC           $0.00          $0.00            $0.00           $0.00           $0.00           $0.00
         900-00000-36000   MISC - LOAN                         $0.00          $0.00            $0.00           $0.00           $0.00           $0.00
         900-00000-36100   SPECIAL ASSESSMENTS           -$46,346.00          $0.00       $93,679.88           $0.00           $0.00           $0.00
         900-00000-36190   CAPITAL CONTRIB.FROM DEVE           $0.00          $0.00            $0.00           $0.00           $0.00           $0.00
         900-00000-39310   GO BOND PROCEEDS                    $0.00          $0.00            $0.00           $0.00           $0.00           $0.00
         900-00000-39320   Premiums on Bonds Sold              $0.00          $0.00      -$26,500.20           $0.00           $0.00           $0.00
         900-00000-39340   CAPITAL LEASE PROCEEDS              $0.00          $0.00            $0.00           $0.00           $0.00           $0.00
         900-00000-39998   PRIOR YEAR ADJUSTMENT               $0.00          $0.00            $0.00           $0.00           $0.00           $0.00
  00000 GENERAL REVENUE                                    $8,548.00          $0.00      $120,809.10           $0.00           $0.00           $0.00

  42000 PUBLIC SAFETY
         900-42000-33420   STATE FIRE AID                     $0.00           $0.00            $0.00           $0.00           $0.00           $0.00
         900-42000-39310   GO BOND PROCEEDS                   $0.00           $0.00            $0.00           $0.00           $0.00           $0.00
  42000 PUBLIC SAFETY                                         $0.00           $0.00            $0.00           $0.00           $0.00           $0.00

  43100 STREETS
         900-43100-39310   GO BOND PROCEEDS                   $0.00           $0.00    -$1,325,000.00          $0.00           $0.00           $0.00
  43100 STREETS                                               $0.00           $0.00    -$1,325,000.00          $0.00           $0.00           $0.00
900 GASB 34                                               $8,548.00           $0.00    -$1,204,190.90          $0.00           $0.00           $0.00

                                                       $7,135,734.92   $7,391,797.02   $8,110,756.13    $7,529,030.00   $2,858,480.41   $3,935,901.00




                                                                                                                                                                   211
                                                                                                                                              09/01/26 5:18 PM
                                                                  CITY OF KENYON
                                                                                                                                                        Page 1
                                                               ABDO EXPENSE BUDGET

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        Account           Last Dim Descr                    2024 Amt      2025 Amt        Budget       YTD Amt        Budget        Budget

101 GENERAL FUND

  41000 GENERAL GOVERNMENT
        E 101-41000-725 TRANSFER TO GENERAL FUND                $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
  41000 GENERAL GOVERNMENT                                      $0.00         $0.00         $0.00         $0.00         $0.00         $0.00

  41110 CITY COUNCIL
        E 101-41110-101   SALARIES - REGULAR               $16,754.66     $8,252.50    $12,000.00        $0.00     $13,520.00    $13,520.00
        E 101-41110-122   FICA - EMPLOYER SHARE             $1,014.92       $631.32     $1,000.00        $0.00      $1,030.00     $1,030.00
        E 101-41110-136   MN Paid Leave                         $0.00         $0.00         $0.00        $0.00         $60.00        $60.00
        E 101-41110-142   UNEMPLOYMENT COMPENSATION            $29.70         $0.00         $0.00        $0.00          $0.00         $0.00
        E 101-41110-150   INSURANCE - WORKERS COMP             $34.67        $68.88        $50.00        $0.00         $40.00        $40.00
        E 101-41110-311   CONFERENCE & TRAINING               $100.00     $2,212.39       $350.00        $0.00      $3,000.00     $3,000.00
        E 101-41110-331   TRAVEL EXPENSE                        $0.00         $0.00       $200.00        $0.00        $250.00         $0.00
        E 101-41110-430   MISCELLANEOUS                       $263.42       $126.28         $0.00        $0.00          $0.00         $0.00
        E 101-41110-433   DUES AND SUBSCRIPTIONS                $0.00        $30.00         $0.00       $30.00         $30.00         $0.00
  41110 CITY COUNCIL                                       $18,197.37    $11,321.37    $13,600.00       $30.00     $17,930.00    $17,650.00

  41310 CITY ADMINISTRATION
        E 101-41310-100   SALARIES - PART TIME              $7,481.23    $13,996.41    $11,000.00    $11,963.41    $36,320.00    $25,360.00
        E 101-41310-101   SALARIES - REGULAR              $140,556.20   $205,582.22   $203,000.00    $78,111.78   $169,000.00   $172,840.00
        E 101-41310-102   SALARIES - OVERTIME              $18,405.27     $4,226.35    $15,000.00     $1,047.72         $0.00         $0.00
        E 101-41310-112   SALARIES - ADMIN                      $0.00         $0.00         $0.00     $5,570.30         $0.00         $0.00
        E 101-41310-121   PERA - EMPLOYER SHARE            $13,919.81    $11,312.18    $18,000.00     $7,614.03    $15,400.00    $14,860.00
        E 101-41310-122   FICA - EMPLOYER SHARE            $25,547.02     $7,551.90    $18,360.00     $6,505.52    $15,710.00    $15,160.00
        E 101-41310-130   INSURANCE - MED/DENT/LIFE/DIS    $61,663.45    $88,069.06    $90,000.00    $54,310.19    $73,310.00    $78,130.00
        E 101-41310-131   EMPLOYER H.S.A.EXPENSE            $5,775.02     $9,000.00     $5,000.00     $3,052.60    $10,000.00    $10,000.00
        E 101-41310-136 MN Paid Leave                           $0.00        $13.45         $0.00       $194.08       $900.00       $870.00
        E 101-41310-142 UNEMPLOYMENT COMPENSATION              $63.55        $94.21         $0.00         $0.00         $0.00         $0.00
        E 101-41310-150 INSURANCE - WORKERS COMP              $668.29       $934.36     $2,500.00         $0.00       $790.00       $640.00
        E 101-41310-311 CONFERENCE & TRAINING                   $0.00     $1,548.00     $1,500.00     $1,026.68     $2,000.00     $2,000.00
        E 101-41310-324 OUTSIDE SERVICES                   $63,153.00    $99,688.80         $0.00    $60,367.20         $0.00    $82,400.00
        E 101-41310-331 TRAVEL EXPENSE                        $544.04         $0.00     $1,500.00         $0.00     $1,500.00     $1,500.00
        E 101-41310-342 TRAINING FEES                        -$100.00         $0.00         $0.00        $99.17     $1,500.00     $1,500.00
        E 101-41310-360 INSURANCE - PROPERTY/LIABILIT         $577.69     $1,063.00     $1,100.00         $0.00       $480.00       $504.00
        E 101-41310-430 MISCELLANEOUS                         $263.03     $8,521.82         $0.00         $0.00         $0.00         $0.00
        E 101-41310-433 DUES AND SUBSCRIPTIONS                $688.00       $957.20     $1,100.00        $50.00     $1,100.00     $1,100.00
  41310 CITY ADMINISTRATION                               $339,205.60   $452,558.96   $368,060.00   $229,912.68   $328,010.00   $406,864.00

  41410 ELECTIONS
        E 101-41410-103   ELECTION JUDGE PAY                $1,984.00         $0.00         $0.00        $0.00      $2,500.00         $0.00
        E 101-41410-331   TRAVEL EXPENSE                       $85.76         $0.00         $0.00       $53.72      $1,000.00         $0.00
        E 101-41410-430   MISCELLANEOUS                       $709.80     $3,665.25         $0.00        $0.00        $500.00         $0.00
  41410 ELECTIONS                                           $2,779.56     $3,665.25         $0.00       $53.72      $4,000.00         $0.00
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     Account            Last Dim Descr                 2024 Amt     2025 Amt       Budget      YTD Amt       Budget       Budget

41530 AUDITING
      E 101-41530-301   AUDITING                      $19,557.50   $20,283.50   $18,000.00   $12,500.00   $20,000.00   $20,000.00
41530 AUDITING                                        $19,557.50   $20,283.50   $18,000.00   $12,500.00   $20,000.00   $20,000.00

41610 CITY ATTORNEY
      E 101-41610-304   LEGAL                         $68,326.50   $30,951.19   $50,000.00   $12,108.20   $60,000.00   $60,000.00
41610 CITY ATTORNEY                                   $68,326.50   $30,951.19   $50,000.00   $12,108.20   $60,000.00   $60,000.00

41700 CITY ENGINEER
      E 101-41700-303   ENGINEERING                   $13,229.50    $9,539.50   $15,000.00    $4,777.50   $15,000.00   $15,000.00
41700 CITY ENGINEER                                   $13,229.50    $9,539.50   $15,000.00    $4,777.50   $15,000.00   $15,000.00

41940 GENERAL GOVERNMENT
      E 101-41940-116 SALARIES -WEBSITE ADMIN          $3,346.11    $5,452.76        $0.00    $3,783.48    $7,260.00    $7,910.00
      E 101-41940-121 PERA - EMPLOYER SHARE              $209.41      $185.18        $0.00      $783.76      $540.00      $590.00
      E 101-41940-122 FICA - EMPLOYER SHARE              $616.25      $364.46        $0.00      $272.39      $560.00      $600.00
      E 101-41940-130 INSURANCE - MED/DENT/LIFE/DIS        $0.00      $298.06        $0.00      $221.83        $0.00        $0.00
      E 101-41940-131 EMPLOYER H.S.A.EXPENSE               $0.00        $0.00        $0.00      $280.50        $0.00        $0.00
      E 101-41940-136 MN Paid Leave                        $0.00        $0.66        $0.00        $8.29       $30.00       $30.00
      E 101-41940-150 INSURANCE - WORKERS COMP            $24.49       $13.96        $0.00        $0.00       $20.00       $20.00
      E 101-41940-152 INSURANCE - W.COMP-PREV YR A         $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
      E 101-41940-200 OFFICE SUPPLIES                  $3,104.96      $808.06    $2,500.00      $230.17    $2,500.00    $2,500.00
      E 101-41940-210 OPERATING SUPPLIES & EXPENSE     $8,109.78    $7,502.56    $5,000.00    $5,471.03   $10,000.00   $10,000.00
      E 101-41940-265 PROPERTY TAX                         $0.00    $1,560.00    $1,500.00    $1,676.00    $1,800.00    $1,800.00
      E 101-41940-302 SAFETY CLASS/DRUG & ALCOHOL      $4,693.44    $6,454.08    $7,000.00    $7,615.86    $7,000.00    $7,000.00
      E 101-41940-307 CONTRACT SERVICES                    $0.00        $0.00        $0.00       $65.00   $57,645.00        $0.00
      E 101-41940-308 OUTSIDE JANITORIAL SERVICES     $17,111.96   $20,805.74   $19,000.00    $6,936.25   $19,000.00   $20,000.00
      E 101-41940-309 COMPUTER SUPPORT                $12,085.37    $9,948.06    $6,000.00    $3,764.75   $12,000.00   $12,000.00
      E 101-41940-321 UTILITIES-PHONE/INTERNET/CAB    $10,258.29    $7,625.57   $10,000.00    $4,458.25   $10,000.00    $9,000.00
      E 101-41940-324 OUTSIDE SERVICES                 $9,657.83   $11,366.61   $11,000.00    $4,457.45   $25,000.00   $25,000.00
      E 101-41940-335 MISC BANK CHARGES                   $60.00    $1,299.00      $200.00      $170.15    $1,500.00    $1,300.00
      E 101-41940-339 PAY PAL/SQUARE FEES                $204.58      $253.32        $0.00       $68.32      $200.00      $300.00
      E 101-41940-340 ADVERTISING                      $2,665.42    $2,044.65    $3,000.00      $771.95    $3,000.00    $3,000.00
      E 101-41940-360 INSURANCE - PROPERTY/LIABILIT    $5,421.64   $11,269.59   $16,100.00        $0.00    $9,980.00   $10,479.00
      E 101-41940-381 UTILITIES-ELECTRIC & WATER       $3,219.14    $2,581.40    $3,500.00    $1,512.52    $3,500.00    $3,000.00
      E 101-41940-383 UTILITIES-NATURAL GAS            $1,371.47    $1,991.18    $3,500.00    $1,003.17    $3,500.00    $1,200.00
      E 101-41940-384 UTILITIES-REFUSE/RECYCLING         $509.93      $501.89      $600.00      $207.24      $600.00      $600.00
      E 101-41940-385 UTILITIES-SEWER CHARGES          $1,880.93    $2,014.87    $1,300.00    $1,237.24    $2,000.00    $2,100.00
      E 101-41940-400 REPAIRS AND MAINT                $7,353.86   $11,736.07    $5,000.00    $1,013.37   $10,000.00   $10,000.00
      E 101-41940-430 MISCELLANEOUS                    $3,027.11   $45,589.33    $3,000.00    $1,275.07    $3,000.00    $3,000.00
      E 101-41940-433 DUES AND SUBSCRIPTIONS          $10,976.51   $10,272.50    $7,000.00   $10,288.91    $8,000.00   $10,000.00
      E 101-41940-490 DONATIONS                        $2,000.00    $2,000.00    $2,000.00    $2,000.00    $2,000.00    $2,000.00
      E 101-41940-501 CAPITAL OUTLAY                   $2,006.83        $0.00        $0.00        $0.00        $0.00        $0.00
      E 101-41940-609 LOAN PRINCIPAL-INTERFUND KM          $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
      E 101-41940-610 LOAN INTEREST - INTERFUND KM         $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
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     Account          Last Dim Descr                    2024 Amt      2025 Amt        Budget       YTD Amt        Budget        Budget
      E 101-41940-725 TRANSFER TO GENERAL FUND              $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
      E 101-41940-740 TRANSFER TO CAPITAL FUND          $6,288.00         $0.00         $0.00         $0.00         $0.00         $0.00
41940 GENERAL GOVERNMENT                              $116,203.31   $163,939.56   $107,200.00    $59,572.95   $200,635.00   $143,429.00

42100 LAW ENFORCEMENT
      E 101-42100-100 SALARIES - PART TIME             $35,700.32    $41,553.50    $21,000.00    $30,500.31    $25,000.00    $25,750.00
      E 101-42100-101 SALARIES - REGULAR              $250,442.32   $243,356.91   $286,000.00   $130,888.66   $273,860.00   $283,430.00
      E 101-42100-102 SALARIES - OVERTIME              $59,249.06    $56,699.30    $36,000.00    $25,185.65    $40,000.00    $40,000.00
      E 101-42100-112 SALARIES - ADMIN                      $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
      E 101-42100-117 LAWENF.SAL./SP PROG/GRANT RE      $1,119.80         $0.00     $3,000.00         $0.00         $0.00         $0.00
      E 101-42100-121 PERA - EMPLOYER SHARE            $58,160.56    $56,862.82    $50,580.00    $34,091.05    $59,980.00    $61,800.00
      E 101-42100-122 FICA - EMPLOYER SHARE            $23,011.72     $8,536.69    $22,000.00     $2,546.10     $4,910.00     $5,060.00
      E 101-42100-130 INSURANCE - MED/DENT/LIFE/DIS    $20,760.15    $20,397.40    $30,000.00    $36,660.05    $17,560.00   $108,070.00
      E 101-42100-131 EMPLOYER H.S.A.EXPENSE            $3,787.52     $2,531.25     $1,218.00     $4,221.61     $5,000.00     $5,000.00
      E 101-42100-136 MN Paid Leave                         $0.00        $30.33         $0.00       $391.57     $1,490.00     $1,540.00
      E 101-42100-142 UNEMPLOYMENT COMPENSATION           $144.29        $53.28       $200.00         $0.00         $0.00         $0.00
      E 101-42100-150 INSURANCE - WORKERS COMP         $12,199.75    $20,611.23    $12,000.00         $0.00    $15,750.00    $12,990.00
      E 101-42100-151 INSURANCE - WORK COMP DEDUC           $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
      E 101-42100-210 OPERATING SUPPLIES & EXPENSE     $27,767.59     $3,740.85     $5,000.00     $2,114.48     $4,000.00     $3,000.00
      E 101-42100-211 CLEANING SUPPLIES                   $316.98        $63.18       $200.00         $0.00       $200.00       $200.00
      E 101-42100-212 MOTOR FUELS, LUBES, ADDITIVES    $12,992.78    $11,653.16    $13,000.00     $4,373.77    $13,000.00    $11,000.00
      E 101-42100-213 FIREARM AND AMMO PURCHASES        $2,090.89     $1,597.02     $1,500.00         $0.00       $600.00     $1,000.00
      E 101-42100-222 TIRES                               $716.00     $1,362.56     $1,500.00         $0.00         $0.00     $1,500.00
      E 101-42100-304 LEGAL                            $20,350.00    $27,586.22    $15,180.00    $20,808.15    $18,000.00    $20,000.00
      E 101-42100-307 CONTRACT SERVICES                $10,125.85    $30,010.53     $9,460.00    -$3,073.05    $10,000.00    $10,000.00
      E 101-42100-309 COMPUTER SUPPORT                      $0.00     $4,752.04         $0.00     $2,676.90     $1,500.00     $4,000.00
      E 101-42100-311 CONFERENCE & TRAINING             $8,904.53     $4,727.61     $3,000.00     $4,312.96     $3,000.00     $4,000.00
      E 101-42100-321 UTILITIES-PHONE/INTERNET/CAB      $7,768.16     $9,082.88     $7,200.00     $4,809.77     $8,000.00     $7,500.00
      E 101-42100-331 TRAVEL EXPENSE                      $144.58       $470.00         $0.00         $0.00         $0.00         $0.00
      E 101-42100-339 PAY PAL/SQUARE FEES                  $19.84         $0.00         $0.00         $0.00         $0.00         $0.00
      E 101-42100-340 ADVERTISING                         $614.11       $302.45     $1,000.00         $0.00     $1,000.00       $500.00
      E 101-42100-360 INSURANCE - PROPERTY/LIABILIT    $10,964.41    $23,324.71    $20,213.00         $0.00    $20,310.00    $21,326.00
      E 101-42100-381 UTILITIES-ELECTRIC & WATER        $2,438.56     $2,420.77     $2,500.00     $1,236.15     $2,500.00     $2,500.00
      E 101-42100-383 UTILITIES-NATURAL GAS             $2,982.81     $1,283.80     $1,500.00     $1,995.33     $1,500.00     $1,500.00
      E 101-42100-384 UTILITIES-REFUSE/RECYCLING          $398.30       $391.32       $476.00       $161.55       $476.00       $450.00
      E 101-42100-385 UTILITIES-SEWER CHARGES               $0.00         $0.00       $210.00         $0.00       $210.00         $0.00
      E 101-42100-400 REPAIRS AND MAINT                 $6,407.94     $8,653.64     $2,000.00     $2,680.46     $6,000.00     $5,000.00
      E 101-42100-418 UNIFORMS                          $5,687.48     $6,014.17     $2,800.00     $2,538.30     $4,000.00     $6,000.00
      E 101-42100-429 PERMITS AND LICENSES                 $91.94       $183.88       $500.00         $0.00       $500.00       $500.00
      E 101-42100-430 MISCELLANEOUS                     $1,951.06     $8,042.93     $3,000.00       $108.41     $3,000.00     $3,000.00
      E 101-42100-433 DUES AND SUBSCRIPTIONS            $3,878.43     $1,532.17     $3,600.00       $295.58     $3,600.00     $1,500.00
      E 101-42100-501 CAPITAL OUTLAY                   $71,208.37     $7,706.00     $9,000.00         $0.00         $0.00         $0.00
      E 101-42100-606 CAPITAL LEASE PRINCIPAL               $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
      E 101-42100-619 CAPITAL LEASE INTEREST                $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
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     Account            Last Dim Descr                     2024 Amt      2025 Amt        Budget       YTD Amt        Budget        Budget
      E 101-42100-740 TRANSFER TO CAPITAL FUND             $9,000.40    $15,000.00    $15,000.00         $0.00         $0.00         $0.00
42100 LAW ENFORCEMENT                                    $671,396.50   $620,534.60   $579,837.00   $309,523.76   $544,946.00   $648,116.00

43100 STREETS
      E 101-43100-100   SALARIES - PART TIME                   $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
      E 101-43100-101   SALARIES - REGULAR               $115,148.11    $76,140.03   $115,000.00    $70,579.55   $121,860.00   $132,430.00
      E 101-43100-102   SALARIES - OVERTIME                $2,126.15     $3,513.84     $4,500.00     $4,652.94     $2,300.00     $4,500.00
      E 101-43100-105   SALARIES - SPECIAL EVENTS              $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
      E 101-43100-121   PERA - EMPLOYER SHARE              $8,747.29     $5,161.85     $9,000.00     $5,993.75     $9,310.00    $10,270.00
      E 101-43100-122   FICA - EMPLOYER SHARE             $16,385.74     $2,531.33     $9,200.00     $4,935.82     $9,500.00    $10,470.00
      E 101-43100-130   INSURANCE - MED/DENT/LIFE/DIS     $34,463.16    $36,674.35    $48,000.00    $22,210.81    $40,000.00    $45,140.00
      E 101-43100-131   EMPLOYER H.S.A.EXPENSE             $1,500.01     $3,738.48     $3,000.00     $2,218.97     $4,000.00     $4,000.00
      E 101-43100-136   MN Paid Leave                          $0.00        $11.07         $0.00       $146.50       $550.00       $600.00
      E 101-43100-142   UNEMPLOYMENT COMPENSATION             $41.90         $0.00       $100.00         $0.00         $0.00         $0.00
      E 101-43100-150   INSURANCE - WORKERS COMP           $5,897.09     $4,023.32     $7,500.00         $0.00     $3,370.00     $2,980.00
      E 101-43100-151   INSURANCE - WORK COMP DEDUC            $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
      E 101-43100-200   OFFICE SUPPLIES                        $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
      E 101-43100-210   OPERATING SUPPLIES & EXPENSE       $6,656.50     $5,575.30    $10,000.00     $3,775.01    $10,000.00    $10,000.00
      E 101-43100-212   MOTOR FUELS, LUBES, ADDITIVES      $6,856.49     $8,532.78    $12,000.00     $4,571.02    $10,000.00    $15,000.00
      E 101-43100-224   STREET MAINTENANCE                $34,982.13    $43,241.67    $80,000.00    $27,840.92    $40,000.00    $40,000.00
      E 101-43100-225   BOULEVARD of ROSES                   $602.08     $1,871.48     $2,000.00       $819.90     $2,000.00     $2,500.00
      E 101-43100-303   ENGINEERING                            $0.00     $1,835.00         $0.00         $0.00         $0.00         $0.00
      E 101-43100-311   CONFERENCE & TRAINING                 $93.49         $0.00         $0.00         $0.00         $0.00         $0.00
      E 101-43100-321   UTILITIES-PHONE/INTERNET/CAB       $1,372.54     $1,676.00     $1,500.00       $739.76     $1,500.00     $1,700.00
      E 101-43100-340   ADVERTISING                            $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
      E 101-43100-360   INSURANCE - PROPERTY/LIABILIT      $3,845.16    $10,496.83    $10,000.00         $0.00    $10,390.00    $10,910.00
      E 101-43100-381   UTILITIES-ELECTRIC & WATER         $1,890.66     $1,667.09     $2,200.00       $910.50     $2,200.00     $2,200.00
      E 101-43100-383   UTILITIES-NATURAL GAS              $2,584.07     $3,520.65     $4,500.00     $3,155.30     $4,500.00     $4,500.00
      E 101-43100-384   UTILITIES-REFUSE/RECYCLING           $539.18       $501.91       $600.00       $207.21       $600.00       $600.00
      E 101-43100-385   UTILITIES-SEWER CHARGES            $1,602.32     $1,557.81     $1,650.00       $872.10     $2,100.00     $2,100.00
      E 101-43100-400   REPAIRS AND MAINT                 $13,204.58     $5,026.42    $15,000.00     $2,864.15    $15,000.00    $15,000.00
      E 101-43100-414   OSHA/SAFETY CLOTH. & EQUIP           $319.04       $686.34       $700.00       $530.98       $700.00       $700.00
      E 101-43100-418   UNIFORMS                             $373.90       $777.01       $500.00       $524.79       $500.00     $1,000.00
      E 101-43100-430   MISCELLANEOUS                          $0.00       $105.20         $0.00        $69.00         $0.00         $0.00
      E 101-43100-501   CAPITAL OUTLAY                         $0.00    $30,320.90    $55,000.00         $0.00         $0.00         $0.00
      E 101-43100-505   GIS Operation and Maintenance      $3,013.75       $500.00     $2,000.00       $726.60     $2,500.00     $2,500.00
      E 101-43100-606   CAPITAL LEASE PRINCIPAL                $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
      E 101-43100-619   CAPITAL LEASE INTEREST                 $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
      E 101-43100-740   TRANSFER TO CAPITAL FUND          $45,000.00    $45,000.00    $45,000.00         $0.00         $0.00         $0.00
43100 STREETS                                            $307,245.34   $294,686.66   $438,950.00   $158,345.58   $292,880.00   $319,100.00

43160 STREET LIGHTING
      E 101-43160-387   UTILITIES-STR. LIGHTS - ALLEYS    $26,563.56    $23,700.19    $27,000.00    $14,267.09    $27,000.00    $25,000.00
      E 101-43160-388   UTILITIES-STR. LIGHTS-MAIN/GU      $3,485.11     $3,220.75     $3,500.00     $1,903.93     $3,500.00     $3,500.00
43160 STREET LIGHTING                                     $30,048.67    $26,920.94    $30,500.00    $16,171.02    $30,500.00    $28,500.00
                                                                                                                                                           215
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     Account            Last Dim Descr                    2024 Amt      2025 Amt        Budget      YTD Amt        Budget        Budget

43250 RECYCLING
      E 101-43250-386   RECYCLING                        $46,214.06    $50,205.00         $0.00   $19,345.00    $46,500.00    $51,000.00
      E 101-43250-432   BAD DEBT EXPENSE                      $0.00         $0.00         $0.00        $0.00         $0.00         $0.00
43250 RECYCLING                                          $46,214.06    $50,205.00         $0.00   $19,345.00    $46,500.00    $51,000.00

45124 SWIMMING POOL
      E 101-45124-100   SALARIES - PART TIME             $51,075.78    $10,985.01    $50,000.00    $1,787.75    $58,700.00    $58,700.00
      E 101-45124-101   SALARIES - REGULAR                $3,466.53    $32,893.96     $6,100.00    $5,645.32     $5,960.00     $6,470.00
      E 101-45124-102   SALARIES - OVERTIME                   $0.00       $712.40     $6,700.00      $238.40         $0.00         $0.00
      E 101-45124-121   PERA - EMPLOYER SHARE               $897.12      -$188.89     $1,000.00      $818.36       $720.00       $760.00
      E 101-45124-122   FICA - EMPLOYER SHARE             $4,187.68     $3,311.56    $12,000.00      $577.82     $4,950.00     $4,990.00
      E 101-45124-130   INSURANCE - MED/DENT/LIFE/DIS     $1,656.68     $1,717.02     $2,700.00    $1,179.60     $2,030.00     $2,290.00
      E 101-45124-131   EMPLOYER H.S.A.EXPENSE                $0.00         $0.00         $0.00      $114.56         $0.00         $0.00
      E 101-45124-136   MN Paid Leave                         $0.00         $0.54         $0.00       $16.84       $280.00       $290.00
      E 101-45124-142   UNEMPLOYMENT COMPENSATION             $0.00       $418.49         $0.00        $0.00         $0.00         $0.00
      E 101-45124-150   INSURANCE - WORKERS COMP          $1,440.69     $2,067.46         $0.00        $0.00     $1,370.00     $1,110.00
      E 101-45124-210   OPERATING SUPPLIES & EXPENSE      $2,780.18     $3,238.35     $3,000.00      $347.47     $3,000.00     $3,300.00
      E 101-45124-216   CHEMICALS                         $6,660.29     $4,807.93     $6,000.00    $1,529.49     $6,500.00     $7,000.00
      E 101-45124-250   MERCHANDISE FOR RESALE            $2,614.51     $4,324.36     $3,500.00      $810.70     $3,500.00     $4,000.00
      E 101-45124-311   CONFERENCE & TRAINING               $720.00    -$1,100.00     $1,500.00        $0.00     $1,500.00     $1,000.00
      E 101-45124-321   UTILITIES-PHONE/INTERNET/CAB      $1,356.85     $1,499.64     $2,000.00      $599.70     $2,000.00     $1,500.00
      E 101-45124-331   TRAVEL EXPENSE                        $0.00        $30.80         $0.00        $0.00         $0.00         $0.00
      E 101-45124-339   PAY PAL/SQUARE FEES                 $178.19        $29.16         $0.00      $269.85         $0.00         $0.00
      E 101-45124-340   ADVERTISING                           $0.00         $0.00       $100.00        $0.00       $100.00         $0.00
      E 101-45124-360   INSURANCE - PROPERTY/LIABILIT     $1,392.32     $2,812.51     $3,500.00        $0.00     $2,510.00     $2,636.00
      E 101-45124-381   UTILITIES-ELECTRIC & WATER        $6,609.35     $5,707.37     $5,500.00    $1,346.97     $5,500.00     $5,500.00
      E 101-45124-383   UTILITIES-NATURAL GAS             $5,376.24     $3,174.86     $5,500.00    $1,980.67     $5,500.00     $5,500.00
      E 101-45124-384   UTILITIES-REFUSE/RECYCLING           $80.00         $0.00       $100.00        $0.00       $100.00       $100.00
      E 101-45124-385   UTILITIES-SEWER CHARGES           $5,767.65     $5,453.74     $4,500.00      $586.04     $4,500.00     $5,500.00
      E 101-45124-400   REPAIRS AND MAINT                $13,678.05     $1,948.25     $5,000.00   $12,690.95     $5,000.00     $5,000.00
      E 101-45124-418   UNIFORMS                            $935.00       $740.40       $850.00      $374.50       $850.00       $850.00
      E 101-45124-429   PERMITS AND LICENSES                $870.00     $1,945.00     $1,800.00        $0.00     $1,800.00     $2,000.00
      E 101-45124-430   MISCELLANEOUS                         $0.00         $0.00         $0.00        $5.25         $0.00         $0.00
      E 101-45124-501   CAPITAL OUTLAY                        $0.00         $0.00     $7,000.00   $18,425.92         $0.00         $0.00
      E 101-45124-740   TRANSFER TO CAPITAL FUND         $35,000.00    $35,000.00    $35,000.00        $0.00         $0.00         $0.00
45124 SWIMMING POOL                                     $146,743.11   $121,529.92   $163,350.00   $49,346.16   $116,370.00   $118,496.00

45200 PARKS
      E 101-45200-100   SALARIES - PART TIME                  $0.00         $0.00         $0.00        $0.00         $0.00         $0.00
      E 101-45200-101   SALARIES - REGULAR               $30,770.58    $21,752.94    $47,300.00   $16,541.08    $32,090.00    $34,890.00
      E 101-45200-102   SALARIES - OVERTIME                 $436.96       $796.17     $6,300.00    $1,204.30     $4,000.00     $4,000.00
      E 101-45200-121   PERA - EMPLOYER SHARE             $2,449.14     $1,312.63     $3,600.00    $3,698.52     $2,710.00     $2,920.00
      E 101-45200-122   FICA - EMPLOYER SHARE             $4,252.39       $250.22     $3,600.00    $1,306.41     $2,760.00     $2,970.00
      E 101-45200-130   INSURANCE - MED/DENT/LIFE/DIS    $10,313.92    $11,097.99    $19,000.00    $6,565.44    $11,310.00    $12,760.00
      E 101-45200-131   EMPLOYER H.S.A.EXPENSE                $0.00         $0.00         $0.00      $617.89         $0.00         $0.00                 216
                                                                                                                                                        09/01/26 5:18 PM
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        Account           Last Dim Descr                      2024 Amt        2025 Amt          Budget       YTD Amt          Budget          Budget
        E 101-45200-136   MN Paid Leave                          $0.00           $3.00           $0.00         $38.84        $160.00         $170.00
        E 101-45200-142   UNEMPLOYMENT COMPENSATION             $22.56           $0.00           $0.00          $0.00          $0.00           $0.00
        E 101-45200-150   INSURANCE - WORKERS COMP             $461.81       $2,032.01         $900.00          $0.00      $1,170.00       $1,010.00
        E 101-45200-210   OPERATING SUPPLIES & EXPENSE       $2,878.31       $1,999.17       $2,000.00        $954.69      $2,000.00       $2,000.00
        E 101-45200-212   MOTOR FUELS, LUBES, ADDITIVES      $1,759.11       $1,585.98       $1,500.00        $472.93      $2,000.00       $2,000.00
        E 101-45200-360   INSURANCE - PROPERTY/LIABILIT      $4,480.40       $5,916.08      $10,000.00          $0.00      $3,240.00       $3,402.00
        E 101-45200-381   UTILITIES-ELECTRIC & WATER           $407.46       $1,143.70       $1,300.00        $651.19      $1,300.00       $1,300.00
        E 101-45200-383   UTILITIES-NATURAL GAS                $466.62         $506.94       $1,050.00        $263.67      $1,000.00         $800.00
        E 101-45200-385   UTILITIES-SEWER CHARGES              $218.02         $430.91         $300.00        $166.53        $300.00         $450.00
        E 101-45200-400   REPAIRS AND MAINT                  $2,332.66       $6,552.81       $3,000.00      $2,475.52      $3,000.00       $3,500.00
        E 101-45200-501   CAPITAL OUTLAY                         $0.00       $3,250.00           $0.00     $11,745.65          $0.00       $5,000.00
        E 101-45200-606   CAPITAL LEASE PRINCIPAL                $0.00           $0.00           $0.00          $0.00          $0.00           $0.00
        E 101-45200-619   CAPITAL LEASE INTEREST                 $0.00           $0.00           $0.00          $0.00          $0.00           $0.00
        E 101-45200-740   TRANSFER TO CAPITAL FUND          $15,000.00       $5,000.00       $5,000.00          $0.00          $0.00           $0.00
  45200 PARKS                                               $76,249.94      $63,630.55     $104,850.00     $46,702.66     $67,040.00      $77,172.00

  45300 GUNDERSON HOUSE
        E 101-45300-314 MANAGEMENT FEES                      $5,000.00       $2,500.00       $2,500.00      $2,500.00      $2,500.00       $2,500.00
        E 101-45300-360 INSURANCE - PROPERTY/LIABILIT        $2,496.20       $5,286.12       $7,100.00          $0.00      $4,710.00       $4,946.00
        E 101-45300-400 REPAIRS AND MAINT                    $2,241.91         $137.81         $200.00      $2,732.24        $200.00         $500.00
        E 101-45300-430 MISCELLANEOUS                            $0.00           $0.00           $0.00        $155.98          $0.00           $0.00
        E 101-45300-740 TRANSFER TO CAPITAL FUND             $8,000.00       $8,000.00       $8,000.00          $0.00          $0.00           $0.00
  45300 GUNDERSON HOUSE                                     $17,738.11      $15,923.93      $17,800.00      $5,388.22      $7,410.00       $7,946.00

  45400 COMMUNITY GARDEN
        E 101-45400-210 OPERATING SUPPLIES & EXPENSE            $41.17          $54.99           $0.00          $0.00          $0.00           $0.00
  45400 COMMUNITY GARDEN                                        $41.17          $54.99           $0.00          $0.00          $0.00           $0.00
101 GENERAL FUND                                          $1,873,176.24   $1,885,745.92   $1,907,147.00   $923,777.45   $1,751,221.00   $1,913,273.00

202 CAPITAL OUTLAY

  42200 FIRE
        E 202-42200-740   TRANSFER TO CAPITAL FUND          $78,925.00           $0.00           $0.00          $0.00     $80,000.00           $0.00
  42200 FIRE                                                $78,925.00           $0.00           $0.00          $0.00     $80,000.00           $0.00

  48100 GEN GOVMNT CAPITAL OUTLAY
        E 202-48100-501 CAPITAL OUTLAY                       $5,583.54      $13,745.63           $0.00          $0.00          $0.00           $0.00
        E 202-48100-609 LOAN PRINCIPAL-INTERFUND KM              $0.00           $0.00           $0.00          $0.00          $0.00           $0.00
        E 202-48100-610 LOAN INTEREST - INTERFUND KM         $1,478.00           $0.00           $0.00          $0.00          $0.00           $0.00
        E 202-48100-719 TRANSFER-INTERFUND                       $0.00           $0.00           $0.00          $0.00          $0.00           $0.00
        E 202-48100-730 TRANSFER TO DEBT SERVICE FUN             $0.00           $0.00           $0.00          $0.00          $0.00           $0.00
  48100 GEN GOVMNT CAPITAL OUTLAY                            $7,061.54      $13,745.63           $0.00          $0.00          $0.00           $0.00

  48200 PUBLIC SAFETY CAPITAL OUTLAY
        E 202-48200-501 CAPITAL OUTLAY                       $3,232.40           $0.00           $0.00          $0.00          $0.00           $0.00
        E 202-48200-719 TRANSFER-INTERFUND                       $0.00           $0.00           $0.00          $0.00          $0.00           $0.00

                                                                                                                                                                      217
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           Account         Last Dim Descr                    2024 Amt      2025 Amt       Budget      YTD Amt        Budget       Budget
   48200 PUBLIC SAFETY CAPITAL OUTLAY                        $3,232.40         $0.00        $0.00        $0.00         $0.00        $0.00

   48300 STREETS & HWY CAPITAL OUTLAY
         E 202-48300-501 CAPITAL OUTLAY                    $152,935.06    $45,000.00        $0.00    $5,139.00         $0.00        $0.00
         E 202-48300-719 TRANSFER-INTERFUND                 $36,522.78         $0.00        $0.00        $0.00    $36,500.00        $0.00
         E 202-48300-730 TRANSFER TO DEBT SERVICE FUN            $0.00         $0.00        $0.00        $0.00         $0.00        $0.00
   48300 STREETS & HWY CAPITAL OUTLAY                      $189,457.84    $45,000.00        $0.00    $5,139.00    $36,500.00        $0.00

   48500 CULTURE & REC CAPITAL OUTLAY
         E 202-48500-501 CAPITAL OUTLAY                      $1,164.16     $3,905.87        $0.00   $12,976.00         $0.00   $13,000.00
   48500 CULTURE & REC CAPITAL OUTLAY                        $1,164.16     $3,905.87        $0.00   $12,976.00         $0.00   $13,000.00
202 CAPITAL OUTLAY                                         $279,840.94    $62,651.50        $0.00   $18,115.00   $116,500.00   $13,000.00

203 FIRE

   42200 FIRE
         E 203-42200-119   ADMIN FEE- FIRE & RESCUE              $0.00     $1,162.93      $250.00        $0.00       $250.00      $250.00
         E 203-42200-150   INSURANCE - WORKERS COMP          $6,260.66     $5,262.94    $6,100.00        $0.00     $6,100.00    $6,100.00
         E 203-42200-200   OFFICE SUPPLIES                      $32.29       $319.99      $100.00        $0.00       $500.00      $300.00
         E 203-42200-210   OPERATING SUPPLIES & EXPENSE      $4,579.69     $3,925.78    $4,500.00    $2,751.76     $4,500.00    $4,500.00
         E 203-42200-212   MOTOR FUELS, LUBES, ADDITIVES     $3,210.13     $2,427.44    $2,500.00    $1,541.97     $3,000.00    $3,500.00
         E 203-42200-301   AUDITING                          $3,000.00     $3,000.00    $3,000.00        $0.00     $3,000.00    $3,000.00
         E 203-42200-305   MEDICAL                               $0.00         $0.00    $2,600.00      $607.07     $2,600.00    $2,000.00
         E 203-42200-309   COMPUTER SUPPORT                      $0.00     $2,779.83        $0.00    $2,007.71       $500.00    $1,000.00
         E 203-42200-321   UTILITIES-PHONE/INTERNET/CAB      $2,105.05     $2,278.20    $3,000.00      $909.65     $3,000.00    $3,000.00
         E 203-42200-323   PAGERS/MAINTENANCE                $1,568.75    $12,409.43    $6,100.00      $123.62     $8,000.00   $15,000.00
         E 203-42200-331   TRAVEL EXPENSE                        $0.00         $0.00      $350.00        $0.00       $350.00        $0.00
         E 203-42200-341   FIRE DEPT PRACTICE MEALS          $2,011.02     $1,714.05    $2,500.00      $771.18     $2,500.00    $3,000.00
         E 203-42200-342   TRAINING FEES                     $1,089.72     $8,967.50   $10,000.00    $5,135.00     $7,000.00    $7,000.00
         E 203-42200-343   STATE CONVENTION EXPENSES             $0.00         $0.00        $0.00        $0.00         $0.00        $0.00
         E 203-42200-344   BANQUETS/SPECIAL EVENTS           $2,642.20     $2,650.00    $2,500.00        $0.00     $3,000.00    $3,000.00
         E 203-42200-360   INSURANCE - PROPERTY/LIABILIT     $3,010.92     $6,172.65    $8,000.00      $205.00     $9,670.00   $10,248.00
         E 203-42200-381   UTILITIES-ELECTRIC & WATER        $5,006.74     $4,730.51    $5,000.00    $2,482.71     $5,000.00    $5,000.00
         E 203-42200-383   UTILITIES-NATURAL GAS             $2,482.50     $3,771.61    $6,000.00    $3,485.90     $6,000.00    $5,000.00
         E 203-42200-384   UTILITIES-REFUSE/RECYCLING          $329.42       $441.36      $600.00      $133.90       $600.00      $500.00
         E 203-42200-385   UTILITIES-SEWER CHARGES           $1,600.33     $1,235.54    $1,500.00      $684.39     $1,500.00    $1,500.00
         E 203-42200-400   REPAIRS AND MAINT                $40,967.67    $13,658.81   $12,000.00    $3,810.24    $12,000.00   $12,000.00
         E 203-42200-414   OSHA/SAFETY CLOTH. & EQUIP       $39,657.32         $0.00    $8,046.00        $0.00     $8,000.00    $3,000.00
         E 203-42200-418   UNIFORMS                         $43,931.88     $1,825.60   $16,000.00        $0.00    $16,000.00        $0.00
         E 203-42200-419   STATE AID FORWARD TO FIRE RE     $39,099.61    $86,590.75   $30,252.00        $0.00    $30,252.00   $33,000.00
         E 203-42200-430   MISCELLANEOUS                     $1,140.06         $0.00        $0.00        $0.00         $0.00        $0.00
         E 203-42200-433   DUES AND SUBSCRIPTIONS            $3,613.40       $105.20    $2,000.00       $30.00     $2,000.00      $500.00
         E 203-42200-490   DONATIONS                             $0.00     $1,463.15        $0.00        $0.00         $0.00        $0.00
         E 203-42200-491   K. FIRE RELIEF ASSOC. DONATIO    $10,754.94    $10,000.00   $10,000.00        $0.00    $10,000.00   $10,000.00
         E 203-42200-501   CAPITAL OUTLAY                   $10,000.00   $288,624.00        $0.00        $0.00         $0.00   $33,000.00
         E 203-42200-520   REPAIRS - BLDG & STRUCTURE        $1,236.68        $18.99    $1,500.00        $0.00     $1,500.00    $5,000.00                 218
                                                                                                                                              09/01/26 5:18 PM
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           Account         Last Dim Descr                    2024 Amt      2025 Amt        Budget      YTD Amt        Budget        Budget
         E 203-42200-606   CAPITAL LEASE PRINCIPAL          $98,255.56         $0.00         $0.00        $0.00         $0.00         $0.00
         E 203-42200-619   CAPITAL LEASE INTEREST            $5,102.16         $0.00         $0.00        $0.00         $0.00         $0.00
         E 203-42200-740   TRANSFER TO CAPITAL FUND              $0.00    $90,000.00    $90,000.00        $0.00    $90,000.00    $90,000.00
   42200 FIRE                                              $332,688.70   $555,536.26   $234,398.00   $24,680.10   $236,822.00   $260,398.00

   42270 FIRST RESPONDERS
         E 203-42270-210 OPERATING SUPPLIES & EXPENSE        $1,237.14        $0.00          $0.00        $0.00         $0.00         $0.00
         E 203-42270-212 MOTOR FUELS, LUBES, ADDITIVES         $241.52       $63.14          $0.00        $0.00         $0.00         $0.00
         E 203-42270-311 CONFERENCE & TRAINING               $2,400.00        $0.00          $0.00        $0.00         $0.00         $0.00
         E 203-42270-331 TRAVEL EXPENSE                          $0.00        $0.00          $0.00        $0.00         $0.00         $0.00
         E 203-42270-360 INSURANCE - PROPERTY/LIABILIT         $406.45        $0.00          $0.00        $0.00         $0.00         $0.00
         E 203-42270-400 REPAIRS AND MAINT                       $0.00        $0.00          $0.00        $0.00         $0.00         $0.00
         E 203-42270-416 MISC. FIRST RESPONDER EXP               $0.00        $0.00          $0.00        $0.00         $0.00         $0.00
         E 203-42270-433 DUES AND SUBSCRIPTIONS                  $0.00        $0.00          $0.00        $0.00         $0.00         $0.00
         E 203-42270-740 TRANSFER TO CAPITAL FUND                $0.00        $0.00          $0.00        $0.00         $0.00         $0.00
   42270 FIRST RESPONDERS                                    $4,285.11       $63.14          $0.00        $0.00         $0.00         $0.00
203 FIRE                                                   $336,973.81   $555,599.40   $234,398.00   $24,680.10   $236,822.00   $260,398.00

204 LIBRARY

   45500 LIBRARY
         E 204-45500-100   SALARIES - PART TIME             $36,434.56    $33,737.51    $39,811.00   $22,145.17    $45,160.00    $47,000.00
         E 204-45500-101   SALARIES - REGULAR               $58,599.49    $73,355.30    $60,471.00   $30,595.32    $65,380.00    $71,160.00
         E 204-45500-102   SALARIES - OVERTIME                   $0.00         $0.00         $0.00        $0.00         $0.00         $0.00
         E 204-45500-121   PERA - EMPLOYER SHARE             $7,090.35     $8,160.22     $7,700.00    $3,729.10     $8,290.00     $8,860.00
         E 204-45500-122   FICA - EMPLOYER SHARE             $9,902.77       $989.00     $4,900.00    $3,687.49     $8,460.00     $9,040.00
         E 204-45500-130   INSURANCE - MED/DENT/LIFE/DIS    $25,250.28    $31,424.67    $30,000.00   $19,063.96    $33,550.00    $38,390.00
         E 204-45500-131   EMPLOYER H.S.A.EXPENSE            $3,787.52     $4,950.00     $5,000.00    $2,269.50     $5,000.00     $5,000.00
         E 204-45500-136   MN Paid Leave                         $0.00         $8.04         $0.00      $110.01       $490.00       $520.00
         E 204-45500-142   UNEMPLOYMENT COMPENSATION            $82.76         $2.60       $100.00        $0.00         $0.00         $0.00
         E 204-45500-150   INSURANCE - WORKERS COMP            $514.19       $404.42       $480.00        $0.00       $270.00       $230.00
         E 204-45500-210   OPERATING SUPPLIES & EXPENSE      $2,433.62     $4,416.88     $2,000.00    $1,550.20     $2,000.00     $2,225.00
         E 204-45500-300   AUTOMATION                        $4,892.17     $4,956.13     $5,600.00    $3,335.61     $6,500.00     $6,500.00
         E 204-45500-311   CONFERENCE & TRAINING                 $0.00         $0.00       $150.00        $0.00       $150.00       $150.00
         E 204-45500-321   UTILITIES-PHONE/INTERNET/CAB          $0.00         $0.00     $1,000.00        $0.00     $1,000.00         $0.00
         E 204-45500-331   TRAVEL EXPENSE                      $103.18        $54.60       $300.00      $173.29       $300.00       $400.00
         E 204-45500-340   ADVERTISING                          $50.00       $125.00        $50.00        $0.00        $50.00        $50.00
         E 204-45500-360   INSURANCE - PROPERTY/LIABILIT     $4,188.39     $4,324.37     $3,600.00        $0.00     $3,330.00     $3,497.00
         E 204-45500-381   UTILITIES-ELECTRIC & WATER        $3,219.12     $2,581.43     $3,400.00    $1,048.03     $3,400.00     $2,600.00
         E 204-45500-383   UTILITIES-NATURAL GAS               $824.96     $1,080.44     $1,000.00      $652.82     $1,400.00     $1,200.00
         E 204-45500-385   UTILITIES-SEWER CHARGES             $906.19       $909.65       $750.00      $422.42     $1,100.00     $1,000.00
         E 204-45500-400   REPAIRS AND MAINT                   $100.00         $0.00       $250.00        $0.00       $250.00       $250.00
         E 204-45500-410   LEASE                               $767.27       $708.26       $800.00      $366.50       $850.00       $850.00
         E 204-45500-430   MISCELLANEOUS                        $69.43        $20.33        $50.00        $0.00        $50.00        $50.00
         E 204-45500-432   BAD DEBT EXPENSE                    $268.40         $0.00         $0.00        $0.00         $0.00         $0.00
                                                                                                                                                            219
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        Account           Last Dim Descr                  2024 Amt      2025 Amt        Budget       YTD Amt        Budget        Budget
        E 204-45500-433   DUES AND SUBSCRIPTIONS            $320.90       $489.60       $400.00       $132.23       $400.00       $400.00
        E 204-45500-490   DONATIONS                           $0.00       $107.74         $0.00       $425.00         $0.00         $0.00
        E 204-45500-501   CAPITAL OUTLAY                    $800.00         $0.00         $0.00         $0.00         $0.00         $0.00
        E 204-45500-570   OFFICE EQUIPMENT PURCHASED      $1,023.34     $1,081.30     $1,200.00     $1,400.65     $1,200.00     $1,400.00
        E 204-45500-590   BOOKS                          $22,873.77    $20,883.63    $22,500.00    $12,511.03    $22,500.00    $22,500.00
        E 204-45500-740   TRANSFER TO CAPITAL FUND            $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
  45500 LIBRARY                                         $184,502.66   $194,771.12   $191,512.00   $103,618.33   $211,080.00   $223,272.00
204 LIBRARY                                             $184,502.66   $194,771.12   $191,512.00   $103,618.33   $211,080.00   $223,272.00

205 ECONOMIC DEVELOPMENT AUTHORITY

  46200 SEMMCHRA DEED GRANT
        E 205-46200-444 DEED GRANT FORWARD TO SEMM            $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
  46200 SEMMCHRA DEED GRANT                                   $0.00         $0.00         $0.00         $0.00         $0.00         $0.00

  46500 ECONOMIC DEVELOPMENT AUTHORITY
        E 205-46500-107 EDA BOARD MEMBER PAY              $1,925.00     $1,085.00       $650.00         $0.00       $650.00     $2,100.00
        E 205-46500-265 PROPERTY TAX                      $1,422.00         $0.00         $0.00         $0.00         $0.00         $0.00
        E 205-46500-303 ENGINEERING                           $0.00       $350.00         $0.00       $892.50         $0.00         $0.00
        E 205-46500-304 LEGAL                             $1,857.50    $10,200.50     $3,000.00    $14,112.13     $6,000.00    $15,000.00
        E 205-46500-307 CONTRACT SERVICES                $28,292.81    $53,670.00    $54,000.00    $27,526.50    $55,750.00    $57,980.00
        E 205-46500-331 TRAVEL EXPENSE                        $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
        E 205-46500-340 ADVERTISING                       $1,223.13       $187.12     $1,500.00         $0.00     $1,500.00         $0.00
        E 205-46500-344 BANQUETS/SPECIAL EVENTS             $300.00       $552.99       $300.00       $300.00       $600.00         $0.00
        E 205-46500-360 INSURANCE - PROPERTY/LIABILIT       $171.48       $156.53     $2,200.00         $0.00       $110.00       $116.00
        E 205-46500-385 UTILITIES-SEWER CHARGES             $103.03       $131.00        $50.00        $78.00       $100.00       $131.00
        E 205-46500-400 REPAIRS AND MAINT                     $4.00         $0.00       $250.00         $0.00       $250.00         $0.00
        E 205-46500-430 MISCELLANEOUS                         $0.00        $72.00         $0.00         $0.00         $0.00         $0.00
        E 205-46500-433 DUES AND SUBSCRIPTIONS                $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
        E 205-46500-480 FAÇADE IMPROVEMENTS              $18,851.60    $20,000.00    $20,000.00     $8,000.00    $20,000.00    $20,000.00
        E 205-46500-501 CAPITAL OUTLAY                        $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
        E 205-46500-510 LAND PURCHASE                         $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
        E 205-46500-609 LOAN PRINCIPAL-INTERFUND KM           $0.00         $0.00    $11,140.50         $0.00    $11,147.00         $0.00
        E 205-46500-610 LOAN INTEREST - INTERFUND KM        $816.00       $551.00       $856.80       $279.00       $279.00         $0.00
  46500 ECONOMIC DEVELOPMENT AUTHORITY                   $54,966.55    $86,956.14    $93,947.30    $51,188.13    $96,386.00    $95,327.00
205 ECONOMIC DEVELOPMENT AUTHORITY                       $54,966.55    $86,956.14    $93,947.30    $51,188.13    $96,386.00    $95,327.00

210 POLICE FORFEITURES

  00000 GENERAL REVENUE
        E 210-00000-740 TRANSFER TO CAPITAL FUND          $1,269.00         $0.00         $0.00         $0.00         $0.00         $0.00
  00000 GENERAL REVENUE                                   $1,269.00         $0.00         $0.00         $0.00         $0.00         $0.00
210 POLICE FORFEITURES                                    $1,269.00         $0.00         $0.00         $0.00         $0.00         $0.00

230 SPECIAL PURPOSE DONATIONS

  41000 GENERAL GOVERNMENT                                                                                                                                220
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        Account             Last Dim Descr                    2024 Amt     2025 Amt       Budget      YTD Amt       Budget       Budget
        E 230-41000-430 MISCELLANEOUS                             $0.00        $0.00        $0.00        $0.00       $0.00         $0.00
  41000 GENERAL GOVERNMENT                                        $0.00        $0.00        $0.00        $0.00       $0.00         $0.00

  42000 PUBLIC SAFETY
        E 230-42000-430     MISCELLANEOUS                      $587.57     $3,795.17        $0.00    $4,145.70       $0.00         $0.00
  42000 PUBLIC SAFETY                                          $587.57     $3,795.17        $0.00    $4,145.70       $0.00         $0.00

  45000 CULTURE & RECREATION
        E 230-45000-346 ROSE FEST                            $16,284.58   $19,017.24        $0.00    $3,212.75       $0.00         $0.00
        E 230-45000-430 MISCELLANEOUS                        $34,634.08    $8,830.85        $0.00      $379.39       $0.00         $0.00
  45000 CULTURE & RECREATION                                 $50,918.66   $27,848.09        $0.00    $3,592.14       $0.00         $0.00

  45500 LIBRARY
        E 230-45500-430     MISCELLANEOUS                     $3,986.41        $0.00        $0.00        $0.00       $0.00         $0.00
  45500 LIBRARY                                               $3,986.41        $0.00        $0.00        $0.00       $0.00         $0.00
230 SPECIAL PURPOSE DONATIONS                                $55,492.64   $31,643.26        $0.00    $7,737.84       $0.00         $0.00

240 COVID CARES ACT FUNDS

  00000 GENERAL REVENUE
        E 240-00000-430 MISCELLANEOUS                        $31,470.00        $0.00        $0.00        $0.00       $0.00         $0.00
  00000 GENERAL REVENUE                                      $31,470.00        $0.00        $0.00        $0.00       $0.00         $0.00
240 COVID CARES ACT FUNDS                                    $31,470.00        $0.00        $0.00        $0.00       $0.00         $0.00

301 2012 G.O. IMP. BONDS-STREETS

  47000 DEBT SERVICE
        E 301-47000-725     TRANSFER TO GENERAL FUND              $0.00        $0.00        $0.00        $0.00       $0.00         $0.00
        E 301-47000-740     TRANSFER TO CAPITAL FUND          $7,915.00        $0.00        $0.00        $0.00       $0.00         $0.00
  47000 DEBT SERVICE                                          $7,915.00        $0.00        $0.00        $0.00       $0.00         $0.00
301 2012 G.O. IMP. BONDS-STREETS                              $7,915.00        $0.00        $0.00        $0.00       $0.00         $0.00

303 2016 FIRST STREET IMPROVEMENTS

  47000 DEBT SERVICE
        E 303-47000-303     ENGINEERING                           $0.00        $0.00        $0.00        $0.00        $0.00        $0.00
        E 303-47000-608     BOND PRINCIPAL - 2016 FIRST ST   $19,350.00   $19,350.00   $19,350.00   $19,350.00   $19,350.00   $19,350.00
        E 303-47000-614     BOND INTEREST 2016 FIRST STR      $7,450.46    $7,111.13    $7,111.13    $3,470.91    $7,111.13    $6,337.00
        E 303-47000-620     FISCAL AGENT FEES                 $1,045.00      $495.00        $0.00      $495.00        $0.00      $495.00
  47000 DEBT SERVICE                                         $27,845.46   $26,956.13   $26,461.13   $23,315.91   $26,461.13   $26,182.00
303 2016 FIRST STREET IMPROVEMENTS                           $27,845.46   $26,956.13   $26,461.13   $23,315.91   $26,461.13   $26,182.00

307 2007 G.O. REFUNDING BONDS

  41940 GENERAL GOVERNMENT
        E 307-41940-725 TRANSFER TO GENERAL FUND               $525.00         $0.00        $0.00        $0.00       $0.00         $0.00
  41940 GENERAL GOVERNMENT                                     $525.00         $0.00        $0.00        $0.00       $0.00         $0.00
307 2007 G.O. REFUNDING BONDS                                  $525.00         $0.00        $0.00        $0.00       $0.00         $0.00
                                                                                                                                                         221
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          Account          Last Dim Descr                  2024 Amt      2025 Amt        Budget       YTD Amt        Budget        Budget

310 2020A GO BOND (RW, BUS PK, 2ND

   47000 DEBT SERVICE
         E 310-47000-604   BOND PRINCIPAL - 2020A BOND    $95,429.51   $107,066.37   $102,143.02   $111,722.39   $111,723.00   $116,378.00
         E 310-47000-615   BOND INTEREST - 2020A BOND     $49,314.94    $46,457.90    $44,321.19    $22,425.46    $43,176.00    $39,755.00
         E 310-47000-620   FISCAL AGENT FEES                 $495.00       $495.00         $0.00         $0.00         $0.00         $0.00
         E 310-47000-622   BOND ISSUANCE COSTS                 $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
   47000 DEBT SERVICE                                    $145,239.45   $154,019.27   $146,464.21   $134,147.85   $154,899.00   $156,133.00
310 2020A GO BOND (RW, BUS PK, 2ND                       $145,239.45   $154,019.27   $146,464.21   $134,147.85   $154,899.00   $156,133.00

320 2016B GO USDA BOND FIRE HALL

   47100 2016 FIRE HALL BOND CIP NOTES
         E 320-47100-620 FISCAL AGENT FEES                     $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
         E 320-47100-624 BOND PRIN-2016B CIP FIRE HALL    $34,759.22    $35,758.30    $35,758.30         $0.00    $38,629.50    $37,844.00
         E 320-47100-625 BOND INT-2016B CIP FIRE HALL     $56,356.20    $55,357.70    $55,357.70         $0.00    $57,051.75    $53,272.00
         E 320-47100-719 TRANSFER-INTERFUND                    $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
   47100 2016 FIRE HALL BOND CIP NOTES                    $91,115.42    $91,116.00    $91,116.00         $0.00    $95,681.25    $91,116.00
320 2016B GO USDA BOND FIRE HALL                          $91,115.42    $91,116.00    $91,116.00         $0.00    $95,681.25    $91,116.00

321 2016B USDA NOTE FIRE HALL

   47200 2016 FIRE HALL BOND USDA NOTES
         E 321-47200-620 FISCAL AGENT FEES                     $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
         E 321-47200-626 BOND PRIN-2016B USDA FIRE HA      $7,378.48     $7,590.61     $7,590.61         $0.00     $7,809.00     $8,033.00
         E 321-47200-627 BOND INT-2016B USDA FIRE HALL    $11,962.52    $11,750.39    $11,750.39         $0.00    $11,533.00    $11,308.00
   47200 2016 FIRE HALL BOND USDA NOTES                   $19,341.00    $19,341.00    $19,341.00         $0.00    $19,342.00    $19,341.00
321 2016B USDA NOTE FIRE HALL                             $19,341.00    $19,341.00    $19,341.00         $0.00    $19,342.00    $19,341.00

323 2023A G.O. Bond

   47300 2023 Pearl Creek/Street Improv
         E 323-47300-601 BOND PRINCIPAL                        $0.00     $5,176.99    $15,000.00    $29,767.70    $47,040.00    $29,768.00
         E 323-47300-611 BOND INTEREST                    $24,752.88    $24,927.21    $24,825.00    $12,396.52     $9,721.00    $22,565.00
         E 323-47300-620 FISCAL AGENT FEES                     $0.00       $495.00         $0.00         $0.00         $0.00         $0.00
         E 323-47300-622 BOND ISSUANCE COSTS                   $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
   47300 2023 Pearl Creek/Street Improv                   $24,752.88    $30,599.20    $39,825.00    $42,164.22    $56,761.00    $52,333.00
323 2023A G.O. Bond                                       $24,752.88    $30,599.20    $39,825.00    $42,164.22    $56,761.00    $52,333.00

325 2025 Street Projects

   47000 DEBT SERVICE
         E 325-47000-501   CAPITAL OUTLAY                $174,996.54         $0.00         $0.00         $0.00         $0.00         $0.00
         E 325-47000-601   BOND PRINCIPAL                      $0.00         $0.00         $0.00         $0.00         $0.00    $15,000.00
         E 325-47000-611   BOND INTEREST                       $0.00         $0.00         $0.00         $0.00    $57,987.92    $59,613.00
         E 325-47000-620   FISCAL AGENT FEES                   $0.00    $30,827.42         $0.00         $0.00         $0.00         $0.00
         E 325-47000-622   BOND ISSUANCE COSTS                 $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
                                                                                                                                                           222
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          Account              Last Dim Descr                   2024 Amt      2025 Amt       Budget       YTD Amt       Budget       Budget
   47000 DEBT SERVICE                                         $174,996.54    $30,827.42        $0.00        $0.00    $57,987.92   $74,613.00
325 2025 Street Projects                                      $174,996.54    $30,827.42        $0.00        $0.00    $57,987.92   $74,613.00

331 2020 FREIGHTLINER 114SD

   47000 DEBT SERVICE
         E 331-47000-501       CAPITAL OUTLAY                       $0.00         $0.00        $0.00        $0.00         $0.00        $0.00
         E 331-47000-606       CAPITAL LEASE PRINCIPAL         $33,425.29    $34,520.43   $34,520.43   $35,651.45    $35,651.00        $0.00
         E 331-47000-619       CAPITAL LEASE INTEREST           $3,097.49     $2,002.35    $2,002.35      $871.33       $871.00        $0.00
   47000 DEBT SERVICE                                          $36,522.78    $36,522.78   $36,522.78   $36,522.78    $36,522.00        $0.00
331 2020 FREIGHTLINER 114SD                                    $36,522.78    $36,522.78   $36,522.78   $36,522.78    $36,522.00        $0.00

336 2019 FORD F150 LEASE

   47000 DEBT SERVICE
         E 336-47000-606       CAPITAL LEASE PRINCIPAL              $0.00         $0.00        $0.00        $0.00         $0.00        $0.00
         E 336-47000-619       CAPITAL LEASE INTEREST               $0.00         $0.00        $0.00        $0.00         $0.00        $0.00
   47000 DEBT SERVICE                                               $0.00         $0.00        $0.00        $0.00         $0.00        $0.00
336 2019 FORD F150 LEASE                                            $0.00         $0.00        $0.00        $0.00         $0.00        $0.00

402 2004 SUNSET HOME TAX INCREMENT

   48116 TIF #4-4 SUN HOME/ASSIS. LIV.
         E 402-48116-440 TAX INCREMENT ADMIN. FEE                   $0.00         $0.00        $0.00        $0.00         $0.00        $0.00
         E 402-48116-800 REIMBURSEMENTS                        $17,611.98         $0.00        $0.00        $0.00         $0.00        $0.00
   48116 TIF #4-4 SUN HOME/ASSIS. LIV.                         $17,611.98         $0.00        $0.00        $0.00         $0.00        $0.00
402 2004 SUNSET HOME TAX INCREMENT                             $17,611.98         $0.00        $0.00        $0.00         $0.00        $0.00

405 2023 Street Overlay Proj

   43100 STREETS
         E 405-43100-501       CAPITAL OUTLAY                       $0.21    $14,008.99        $0.00   -$16,819.00        $0.00        $0.00
   43100 STREETS                                                    $0.21    $14,008.99        $0.00   -$16,819.00        $0.00        $0.00

   47300 2023 Pearl Creek/Street Improv
         E 405-47300-622 BOND ISSUANCE COSTS                        $0.00     $6,000.00        $0.00        $0.00         $0.00        $0.00
   47300 2023 Pearl Creek/Street Improv                             $0.00     $6,000.00        $0.00        $0.00         $0.00        $0.00
405 2023 Street Overlay Proj                                        $0.21    $20,008.99        $0.00   -$16,819.00        $0.00        $0.00

425 2025 Street Project

   43100 STREETS
         E 425-43100-430       MISCELLANEOUS                        $0.00       $762.98        $0.00        $0.00         $0.00        $0.00
         E 425-43100-500       CAPITAL OUTLAY (NOT DEPREC.)         $0.00         $0.00        $0.00        $0.00         $0.00        $0.00
         E 425-43100-501       CAPITAL OUTLAY                       $0.00   $304,365.89        $0.00   $92,761.86         $0.00        $0.00
   43100 STREETS                                                    $0.00   $305,128.87        $0.00   $92,761.86         $0.00        $0.00

   47000 DEBT SERVICE
         E 425-47000-620       FISCAL AGENT FEES                    $0.00         $0.00        $0.00      $550.00         $0.00        $0.00                 223
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          Account          Last Dim Descr                    2024 Amt      2025 Amt        Budget      YTD Amt        Budget        Budget
         E 425-47000-622   BOND ISSUANCE COSTS                   $0.00    $15,500.00         $0.00       $0.00          $0.00         $0.00
   47000 DEBT SERVICE                                            $0.00    $15,500.00         $0.00     $550.00          $0.00         $0.00
425 2025 Street Project                                          $0.00   $320,628.87         $0.00   $93,311.86         $0.00         $0.00

601 WATER

   47000 DEBT SERVICE
         E 601-47000-602   DISCOUNT AMORTIZATION            -$3,807.00    -$4,840.00         $0.00        $0.00         $0.00         $0.00
   47000 DEBT SERVICE                                       -$3,807.00    -$4,840.00         $0.00        $0.00         $0.00         $0.00

   49400 PLANT OPERATION
         E 601-49400-101   SALARIES - REGULAR                $2,906.00         $0.00         $0.00        $0.00         $0.00         $0.00
         E 601-49400-102   SALARIES - OVERTIME                   $0.00         $0.00         $0.00        $0.00         $0.00         $0.00
         E 601-49400-121   PERA - EMPLOYER SHARE                 $0.00         $0.00         $0.00        $0.00         $0.00         $0.00
         E 601-49400-122   FICA - EMPLOYER SHARE                 $0.00        -$0.02         $0.00        $0.00         $0.00         $0.00
         E 601-49400-129   Pension Expense                  $18,673.00   -$15,007.00         $0.00        $0.00         $0.00         $0.00
         E 601-49400-136   MN Paid Leave                         $0.00         $0.00         $0.00        $0.00         $0.00         $0.00
         E 601-49400-216   CHEMICALS                         $2,982.00     $2,783.38     $4,000.00      $356.78     $4,000.00         $0.00
         E 601-49400-220   REPAIR & MAINTENANCE SUPPLIE     $66,954.75     $1,619.46     $5,000.00      $120.95     $5,000.00         $0.00
         E 601-49400-380   UTILITIES-PUMP HOUSE             $14,082.36    $15,096.63    $16,000.00      $807.40    $16,000.00         $0.00
         E 601-49400-420   DEPRECIATION                      $5,640.00     $5,195.78     $6,000.00    $2,598.06     $5,650.00     $5,196.00
         E 601-49400-430   MISCELLANEOUS                         $0.00     $2,949.54         $0.00        $0.00         $0.00         $0.00
   49400 PLANT OPERATION                                   $111,238.11    $12,637.77    $31,000.00    $3,883.19    $30,650.00     $5,196.00

   49420 CUSTOMER ACCOUNTS
         E 601-49420-112 SALARIES - ADMIN                        $0.00         $0.00         $0.00       $0.00          $0.00         $0.00
         E 601-49420-121 PERA - EMPLOYER SHARE                   $0.00         $0.00         $0.00       $0.00          $0.00         $0.00
         E 601-49420-122 FICA - EMPLOYER SHARE                   $0.00         $0.00         $0.00       $0.00          $0.00         $0.00
         E 601-49420-505 GIS Operation and Maintenance       $1,490.00         $0.00     $1,500.00     $242.20      $1,500.00         $0.00
   49420 CUSTOMER ACCOUNTS                                   $1,490.00         $0.00     $1,500.00     $242.20      $1,500.00         $0.00

   49430 DISTRIBUTION
         E 601-49430-101   SALARIES - REGULAR                  $668.00         $0.00         $0.00        $0.00         $0.00         $0.00
         E 601-49430-102   SALARIES - OVERTIME                   $0.00         $0.00         $0.00        $0.00         $0.00         $0.00
         E 601-49430-121   PERA - EMPLOYER SHARE                 $0.00         $0.00         $0.00        $0.00         $0.00         $0.00
         E 601-49430-122   FICA - EMPLOYER SHARE                 $0.00         $0.00         $0.00        $0.00         $0.00         $0.00
         E 601-49430-212   MOTOR FUELS, LUBES, ADDITIVES       $192.00        $10.58       $100.00        $0.00       $100.00         $0.00
         E 601-49430-220   REPAIR & MAINTENANCE SUPPLIE        $939.25     $1,437.54     $1,000.00        $0.00     $1,000.00         $0.00
         E 601-49430-228   DISTRIB EXPENSE - MATERIALS       $6,194.15    $18,610.52     $1,200.00    $8,262.83     $3,000.00         $0.00
         E 601-49430-229   CONTR. STREET MAINT/LEAK REP      $1,655.00         $0.00     $5,000.00      $493.47     $5,000.00         $0.00
         E 601-49430-230   WATER TESTING & SUPPLIES          $1,022.65     $3,515.62       $500.00      $454.85       $700.00         $0.00
         E 601-49430-231   STATE METER CONNECT FEES          $8,626.00     $8,416.00     $9,000.00    $6,590.00     $9,000.00         $0.00
         E 601-49430-382   UTILITIES-PUMP POWER                $533.72       $461.60     $1,800.00        $0.00     $1,800.00         $0.00
         E 601-49430-385   UTILITIES-SEWER CHARGES             $376.10       $632.00       $250.00        $0.00       $500.00         $0.00
         E 601-49430-414   OSHA/SAFETY CLOTH. & EQUIP          $101.98         $0.00       $170.00        $0.00       $170.00         $0.00
         E 601-49430-420   DEPRECIATION                    $108,491.60   $108,155.03   $120,000.00   $54,075.72   $108,495.00   $106,151.00
                                                                                                                                                            224
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     O
     Account            Last Dim Descr                     2024 Amt      2025 Amt        Budget       YTD Amt        Budget        Budget
      E 601-49430-439   GOPHER STATE ONE - LOCATES           $101.93        $75.11       $200.00        $77.23       $200.00         $0.00
49430 DISTRIBUTION                                       $128,902.38   $141,314.00   $139,220.00    $69,954.10   $129,965.00   $106,151.00

49440 WATER - GENERAL
      E 601-49440-100   SALARIES - PART TIME                   $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
      E 601-49440-101   SALARIES - REGULAR                $84,372.59   $137,683.70   $125,000.00    $52,424.84   $107,450.00   $143,110.00
      E 601-49440-102   SALARIES - OVERTIME                $8,517.57    $18,912.63    $35,000.00     $9,128.64    $35,000.00    $35,000.00
      E 601-49440-112   SALARIES - ADMIN                  $26,673.35    $21,645.20    $16,000.00     $7,331.62    $15,020.00    $22,300.00
      E 601-49440-115   SALARIES - COMMISSIONER FEES         $786.00         $0.00       $800.00         $0.00         $0.00         $0.00
      E 601-49440-121   PERA - EMPLOYER SHARE              $8,950.68     $3,603.84    $11,000.00     $5,113.95    $11,810.00    $15,030.00
      E 601-49440-122   FICA - EMPLOYER SHARE             $10,326.93    $12,719.33    $11,000.00     $5,024.41    $12,050.00    $15,330.00
      E 601-49440-130   INSURANCE - MED/DENT/LIFE/DIS     $27,016.29    $26,905.79    $65,000.00    $13,819.73    $54,420.00    $68,760.00
      E 601-49440-131   EMPLOYER H.S.A.EXPENSE             $3,720.00     $4,274.99     $5,000.00     $3,232.51     $5,000.00     $5,000.00
      E 601-49440-136   MN Paid Leave                          $0.00        $11.19         $0.00       $149.95       $690.00       $880.00
      E 601-49440-142   UNEMPLOYMENT COMPENSATION              $0.00        $50.40         $0.00         $0.00         $0.00         $0.00
      E 601-49440-150   INSURANCE - WORKERS COMP           $1,573.60     $4,454.02         $0.00         $0.00     $2,240.00     $2,250.00
      E 601-49440-200   OFFICE SUPPLIES                        $0.00         $0.00       $100.00         $0.00       $100.00         $0.00
      E 601-49440-201   MAINT CONT/SUPPORT/WARRANT         $1,314.29         $0.00     $1,500.00     $1,270.72     $1,500.00         $0.00
      E 601-49440-202   BILLING SUPPLIES                       $0.00        $31.58       $200.00         $0.00       $200.00         $0.00
      E 601-49440-203   CUSTOMER NOTIFICATION/COMM             $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
      E 601-49440-209   TRUCK REPAIRS & INSPECTIONS          $193.50         $0.00       $600.00         $0.00       $600.00         $0.00
      E 601-49440-210   OPERATING SUPPLIES & EXPENSE       $1,082.93     $1,285.97     $1,000.00       $102.61       $100.00         $0.00
      E 601-49440-301   AUDITING                           $2,658.63     $5,402.31     $3,000.00     $1,875.00     $4,000.00         $0.00
      E 601-49440-302   SAFETY CLASS/DRUG & ALCOHOL          $705.69     $1,137.99     $1,500.00       $719.11     $1,500.00         $0.00
      E 601-49440-303   ENGINEERING                            $0.00     $2,585.77         $0.00         $0.00         $0.00         $0.00
      E 601-49440-307   CONTRACT SERVICES                      $0.00        $15.80         $0.00         $0.00    $19,215.00         $0.00
      E 601-49440-311   CONFERENCE & TRAINING                $195.01       $500.00     $5,000.00         $0.00     $5,000.00         $0.00
      E 601-49440-321   UTILITIES-PHONE/INTERNET/CAB         $909.34       $865.79       $720.00       $438.22       $750.00         $0.00
      E 601-49440-322   POSTAGE/MAILING MACHINE            $1,384.33     $2,554.21     $2,000.00     $1,245.23     $2,000.00         $0.00
      E 601-49440-324   OUTSIDE SERVICES                     $254.50     $9,374.82     $5,000.00     $7,591.00     $5,000.00    $12,360.00
      E 601-49440-331   TRAVEL EXPENSE                         $0.00         $0.00       $250.00         $0.00       $250.00         $0.00
      E 601-49440-360   INSURANCE - PROPERTY/LIABILIT      $4,513.09     $8,453.94     $5,000.00         $0.00     $3,620.00     $3,801.00
      E 601-49440-420   DEPRECIATION                           $0.00         $0.36         $0.00         $0.00         $0.00         $0.00
      E 601-49440-430   MISCELLANEOUS                         $20.25       $417.36         $0.00        $20.25         $0.00         $0.00
      E 601-49440-432   BAD DEBT EXPENSE                    -$838.99         $0.00         $0.00         $0.00         $0.00         $0.00
      E 601-49440-433   DUES AND SUBSCRIPTIONS               $784.25       $816.00     $2,000.00       $777.49     $2,000.00         $0.00
      E 601-49440-434   REG.COMPL. LIC REPORT REQUIR         $583.77       $680.55       $600.00         $0.00       $600.00         $0.00
      E 601-49440-719   TRANSFER-INTERFUND                     $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
      E 601-49440-726   SHARED FAC & SERV EXP TO CITY     $14,000.00    $16,500.00    $16,500.00    $16,500.00    $16,500.00         $0.00
49440 WATER - GENERAL                                    $199,697.60   $280,883.54   $313,770.00   $126,765.28   $306,615.00   $323,821.00

49500 NON-OPERATING
      E 601-49500-603   BOND PRINCIPAL - 2023A BOND            $0.00         $0.00         $0.00     $8,141.59    $13,351.00         $0.00
      E 601-49500-604   BOND PRINCIPAL - 2020A BOND           -$0.32         $0.00    $53,911.52    $58,644.37    $59,067.17         $0.00
      E 601-49500-608   BOND PRINCIPAL - 2016 FIRST ST         $0.00         $0.00       $930.00       $930.00       $976.50         $0.00
                                                                                                                                                           225
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        Account           Last Dim Descr                    2024 Amt      2025 Amt        Budget       YTD Amt        Budget        Budget
        E 601-49500-611   BOND INTEREST                    -$1,769.00         $0.00         $0.00         $0.00    $45,723.33         $0.00
        E 601-49500-614   BOND INTEREST 2016 FIRST STR        $174.96       $334.99       $341.78       $166.82       $341.78         $0.00
        E 601-49500-615   BOND INTEREST - 2020A BOND       $23,505.90    $23,668.50    $23,392.48    $11,769.15    $22,827.00         $0.00
        E 601-49500-616   BOND INTEREST - 2023A BOND        $8,052.05     $6,777.88    $10,270.56     $3,391.32     $2,688.00         $0.00
        E 601-49500-617   BOND INTEREST - 2025A BOND            $0.00    $19,051.40         $0.00         $0.00         $0.00         $0.00
        E 601-49500-620   FISCAL AGENT FEES                     $0.00    $22,501.75         $0.00         $0.00         $0.00         $0.00
        E 601-49500-622   BOND ISSUANCE COSTS                   $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
        E 601-49500-719   TRANSFER-INTERFUND                    $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
        E 601-49500-741   CAPITAL OUTLAY - ENTERPRISE F         $0.00         $0.00   $100,000.00         $0.00   $100,000.00         $0.00
  49500 NON-OPERATING                                      $29,963.59    $72,334.52   $188,846.34    $83,043.25   $244,974.78         $0.00
601 WATER                                                 $467,484.68   $502,329.83   $674,336.34   $283,888.02   $713,704.78   $435,168.00

602 SANITARY SEWER

  43256 SEWER
        E 602-43256-101   SALARIES - REGULAR               $66,069.89   $122,848.29    $66,000.00    $35,805.11    $67,200.00    $72,990.00
        E 602-43256-102   SALARIES - OVERTIME              $16,962.96    $18,347.60    $50,000.00     $2,660.75    $25,000.00    $20,000.00
        E 602-43256-121   PERA - EMPLOYER SHARE             $5,194.40     $9,580.45     $8,700.00     $2,739.32     $6,920.00     $6,970.00
        E 602-43256-122   FICA - EMPLOYER SHARE             $9,780.63     $7,877.49     $8,875.00     $2,706.70     $7,050.00     $7,110.00
        E 602-43256-129   Pension Expense                  -$1,620.00    $48,052.00         $0.00         $0.00         $0.00         $0.00
        E 602-43256-130   INSURANCE - MED/DENT/LIFE/DIS    $18,526.49    $20,703.63    $30,000.00    $12,141.04    $22,460.00    $25,390.00
        E 602-43256-131   EMPLOYER H.S.A.EXPENSE            $1,950.00     $3,115.36     $2,500.00     $1,281.28     $3,200.00     $3,200.00
        E 602-43256-136   MN Paid Leave                         $0.00         $5.89         $0.00        $80.37       $410.00       $410.00
        E 602-43256-142   UNEMPLOYMENT COMPENSATION            $19.91         $0.00         $0.00         $0.00         $0.00         $0.00
        E 602-43256-150   INSURANCE - WORKERS COMP          $2,073.85     $2,354.73     $3,000.00         $0.00     $1,270.00     $1,020.00
        E 602-43256-210   OPERATING SUPPLIES & EXPENSE     $15,047.01    $19,499.56    $16,000.00     $9,057.34    $16,000.00    $20,000.00
        E 602-43256-212   MOTOR FUELS, LUBES, ADDITIVES     $1,475.59     $2,392.49     $3,000.00         $0.00     $3,000.00     $3,000.00
        E 602-43256-216   CHEMICALS                        $10,869.54     $7,940.29     $9,000.00     $6,102.67     $9,000.00     $9,000.00
        E 602-43256-265   PROPERTY TAX                        $956.00     $1,574.00       $950.00     $1,716.00     $1,800.00     $1,800.00
        E 602-43256-307   CONTRACT SERVICES                 $3,213.51     $3,841.30     $3,300.00         $0.00    $19,215.00     $4,000.00
        E 602-43256-309   COMPUTER SUPPORT                      $0.00       $919.96         $0.00       $669.18         $0.00       $600.00
        E 602-43256-311   CONFERENCE & TRAINING             $1,607.53         $0.00       $500.00         $0.00       $500.00     $2,000.00
        E 602-43256-321   UTILITIES-PHONE/INTERNET/CAB      $1,502.45     $2,421.88     $1,380.00     $1,075.36     $2,000.00     $2,500.00
        E 602-43256-331   TRAVEL EXPENSE                      $381.99        $24.99       $700.00         $0.00       $700.00       $500.00
        E 602-43256-360   INSURANCE - PROPERTY/LIABILIT    $11,193.71    $11,791.55    $11,000.00         $0.00    $10,160.00    $10,668.00
        E 602-43256-381   UTILITIES-ELECTRIC & WATER       $51,037.42    $44,994.15    $45,000.00    $16,817.88    $45,000.00    $45,000.00
        E 602-43256-383   UTILITIES-NATURAL GAS             $4,456.94     $5,935.19     $8,500.00     $3,716.31     $8,500.00     $7,000.00
        E 602-43256-384   UTILITIES-REFUSE/RECYCLING          $754.58       $742.92       $800.00       $306.75       $800.00       $800.00
        E 602-43256-385   UTILITIES-SEWER CHARGES          $21,401.56    $18,520.69    $24,000.00    $11,707.76    $24,000.00    $24,000.00
        E 602-43256-400   REPAIRS AND MAINT                $71,100.16    $27,343.78    $25,000.00     $4,613.36    $25,000.00    $30,000.00
        E 602-43256-414   OSHA/SAFETY CLOTH. & EQUIP            $0.00       $569.66       $500.00         $0.00       $500.00     $1,500.00
        E 602-43256-418   UNIFORMS                            $209.89       $315.55       $400.00       $223.51       $400.00       $400.00
        E 602-43256-420   DEPRECIATION                    $169,050.89   $202,670.12   $167,000.00   $101,334.90   $169,052.00   $202,670.00
        E 602-43256-429   PERMITS AND LICENSES              $1,473.00     $1,550.00     $1,600.00       $147.00     $1,600.00     $1,600.00
        E 602-43256-430   MISCELLANEOUS                         $0.00         $0.32         $0.00         $0.00         $0.00         $0.00                 226
                                                                                                                                               09/01/26 5:18 PM
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        O
        Account           Last Dim Descr                     2024 Amt      2025 Amt        Budget       YTD Amt        Budget        Budget
        E 602-43256-432   BAD DEBT EXPENSE                    -$579.21         $0.00         $0.00         $0.00         $0.00         $0.00
        E 602-43256-501   CAPITAL OUTLAY                         $0.40         $4.37         $0.00         $0.00         $0.00         $0.00
        E 602-43256-505   GIS Operation and Maintenance      $7,008.36     $1,436.50     $3,000.00     $3,832.50     $3,000.00     $3,000.00
        E 602-43256-603   BOND PRINCIPAL - 2023A BOND            $0.00         $0.00         $0.00    $77,090.71   $117,322.80         $0.00
        E 602-43256-604   BOND PRINCIPAL - 2020A BOND            $0.11         $0.00    $44,597.00    $47,918.00    $48,862.32         $0.00
        E 602-43256-605   LOAN PRINCIPAL - PFA (RATES)           $0.00         $0.00    $99,141.00         $0.00    $99,750.00         $0.00
        E 602-43256-606   CAPITAL LEASE PRINCIPAL                $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
        E 602-43256-607   LOAN PRINCIPAL - PFA (LEVY)            $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
        E 602-43256-608   BOND PRINCIPAL - 2016 FIRST ST         $0.00         $0.00     $8,460.00     $8,460.00     $8,883.00         $0.00
        E 602-43256-611   BOND INTEREST                    -$11,134.00         $0.00         $0.00         $0.00    $24,505.00         $0.00
        E 602-43256-612   LOAN INTEREST - PFA                $9,750.00     $8,480.56     $8,820.00     $3,940.00     $7,880.00         $0.00
        E 602-43256-614   BOND INTEREST 2016 FIRST STR       $1,591.54     $3,047.36     $3,109.05     $1,517.51     $3,109.05         $0.00
        E 602-43256-615   BOND INTEREST - 2020A BOND         $7,206.22    $19,339.80    $19,352.00     $9,620.55    $18,883.25         $0.00
        E 602-43256-616   BOND INTEREST - 2023A BOND        $77,161.96    $64,178.02    $64,650.00    $32,112.16    $26,690.00         $0.00
        E 602-43256-617   BOND INTEREST - 2025A BOND             $0.00    $10,210.40         $0.00         $0.00         $0.00         $0.00
        E 602-43256-619   CAPITAL LEASE INTEREST                 $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
        E 602-43256-622   BOND ISSUANCE COSTS                    $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
  43256 SEWER                                              $575,695.28   $692,630.85   $738,834.05   $399,394.02   $829,622.42   $507,128.00

  47000 DEBT SERVICE
        E 602-47000-602   DISCOUNT AMORTIZATION             -$5,901.00    -$6,470.00         $0.00         $0.00         $0.00         $0.00
        E 602-47000-620   FISCAL AGENT FEES                      $0.00    $12,055.02         $0.00         $0.00         $0.00         $0.00
  47000 DEBT SERVICE                                        -$5,901.00     $5,585.02         $0.00         $0.00         $0.00         $0.00

  47300 2023 Pearl Creek/Street Improv
        E 602-47300-601 BOND PRINCIPAL                           $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
        E 602-47300-611 BOND INTEREST                            $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
  47300 2023 Pearl Creek/Street Improv                           $0.00         $0.00         $0.00         $0.00         $0.00         $0.00
602 SANITARY SEWER                                         $569,794.28   $698,215.87   $738,834.05   $399,394.02   $829,622.42   $507,128.00

603 ELECTRIC

  49400 PLANT OPERATION
        E 603-49400-142 UNEMPLOYMENT COMPENSATION                $0.00      $945.00          $0.00         $0.00         $0.00         $0.00
  49400 PLANT OPERATION                                          $0.00      $945.00          $0.00         $0.00         $0.00         $0.00

  49420 CUSTOMER ACCOUNTS
        E 603-49420-433 DUES AND SUBSCRIPTIONS                $355.04          $0.00         $0.00         $0.00         $0.00         $0.00
  49420 CUSTOMER ACCOUNTS                                     $355.04          $0.00         $0.00         $0.00         $0.00         $0.00

  49550 PURCHASED POWER
        E 603-49550-634 PURCHASED POWER ALL SUPPLIE        $757,248.51   $727,869.02   $850,000.00   $310,846.62   $850,000.00         $0.00
        E 603-49550-651 CAPX INVESTMENT COSTS BROOK              $0.00    $32,959.70         $0.00         $0.00         $0.00         $0.00
        E 603-49550-656 TRANSMISSION - ALL                 $247,085.97   $292,173.38   $300,000.00   $133,744.67   $300,000.00         $0.00
        E 603-49550-665 CAPACITY CREDITS ALL SUPPLIER      -$46,226.29   -$89,391.93         $0.00   -$20,417.60         $0.00         $0.00
        E 603-49550-677 ADMIN FEES - ENERGY PURCHASE             $0.00         $0.00         $0.00         $0.00         $0.00         $0.00

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     Account            Last Dim Descr                    2024 Amt      2025 Amt          Budget       YTD Amt          Budget       Budget
49550 PURCHASED POWER                                   $958,108.19   $963,610.17   $1,150,000.00   $424,173.69   $1,150,000.00        $0.00

49551 POWER PRODUCTION
      E 603-49551-114 SALARIES - POWER PRODUCTION             $0.00         $0.00          $0.00          $0.00          $0.00         $0.00
      E 603-49551-121 PERA - EMPLOYER SHARE                   $0.00         $0.00          $0.00          $0.00          $0.00         $0.00
      E 603-49551-122 FICA - EMPLOYER SHARE                   $0.00         $0.00          $0.00          $0.00          $0.00         $0.00
      E 603-49551-226 MAINT OF GEN PLANT EQUIPMEN        $35,233.59     $9,572.41     $42,000.00     $78,124.48     $42,000.00         $0.00
      E 603-49551-329 RTU/DATA TRANSFER PHONE LIN         $7,324.73     $9,804.49      $6,560.00      $5,205.72      $6,560.00         $0.00
      E 603-49551-379 UTILITIES-ELECTRIC                 $12,085.20    $17,416.79     $16,890.00     $19,806.35     $16,890.00         $0.00
      E 603-49551-425 DEPRECIATION - GENERATORS          $97,189.68    $55,002.11     $45,000.00     $27,500.88     $45,000.00         $0.00
      E 603-49551-539 FUEL OIL USED FOR GENERATION        $4,490.20         $0.00      $7,400.00          $0.00      $7,400.00         $0.00
49551 POWER PRODUCTION                                  $156,323.40    $91,795.80    $117,850.00    $130,637.43    $117,850.00         $0.00

49560 PLANT OPERATION
      E 603-49560-101 SALARIES - REGULAR                 $28,501.00         $0.00          $0.00          $0.00          $0.00         $0.00
      E 603-49560-102 SALARIES - OVERTIME                     $0.00         $0.00          $0.00          $0.00          $0.00         $0.00
      E 603-49560-121 PERA - EMPLOYER SHARE                   $0.00         $0.00          $0.00          $0.00          $0.00         $0.00
      E 603-49560-122   FICA - EMPLOYER SHARE                 $0.00         $0.00          $0.00          $0.00          $0.00         $0.00
      E 603-49560-129   Pension Expense                   $9,816.00   $114,259.00          $0.00          $0.00          $0.00         $0.00
      E 603-49560-160   PERA PENSION EXPENSE GASB 68          $0.00         $0.00          $0.00          $0.00          $0.00         $0.00
      E 603-49560-210   OPERATING SUPPLIES & EXPENSE      $2,932.72       $325.61      $4,000.00        $359.45      $4,000.00         $0.00
      E 603-49560-223   BUILDING REPAIR SUPPLIES              $0.00       $185.00          $0.00          $0.00          $0.00         $0.00
      E 603-49560-240   SMALL TOOLS & MINOR EQUIPME         $185.62     $1,172.46        $500.00         $36.98        $500.00         $0.00
      E 603-49560-383 UTILITIES-NATURAL GAS                 $927.54     $1,220.09      $1,800.00        $987.72      $1,800.00         $0.00
      E 603-49560-420 DEPRECIATION                        $6,498.00    $10,919.12      $7,000.00      $5,459.70      $7,012.00    $10,919.00
49560 PLANT OPERATION                                    $48,860.88   $128,081.28     $13,300.00      $6,843.85     $13,312.00    $10,919.00

49570 DISTRIBUTION
      E 603-49570-101   SALARIES - REGULAR                    $0.00         $0.00          $0.00          $0.00          $0.00         $0.00
      E 603-49570-102   SALARIES - OVERTIME                   $0.00         $0.00          $0.00          $0.00          $0.00         $0.00
      E 603-49570-118   SALARIES - TRANSMISSION WORK          $0.00         $0.00          $0.00          $0.00          $0.00         $0.00
      E 603-49570-121   PERA - EMPLOYER SHARE                 $0.00         $0.00          $0.00         $95.18          $0.00         $0.00
      E 603-49570-122   FICA - EMPLOYER SHARE                 $0.00         $0.00          $0.00          $0.00          $0.00         $0.00
      E 603-49570-130   INSURANCE - MED/DENT/LIFE/DIS       $281.69        $27.68          $0.00          $0.00          $0.00         $0.00
      E 603-49570-131   EMPLOYER H.S.A.EXPENSE                $0.00         $0.00          $0.00          $0.00          $0.00         $0.00
      E 603-49570-142   UNEMPLOYMENT COMPENSATION         $1,255.15         $0.00          $0.00          $0.00          $0.00         $0.00
      E 603-49570-209   TRUCK REPAIRS & INSPECTIONS       $8,774.88         $0.00      $2,000.00      $5,630.10      $5,000.00         $0.00
      E 603-49570-212   MOTOR FUELS, LUBES, ADDITIVES     $7,698.25     $4,527.94      $8,000.00      $2,827.73      $8,000.00         $0.00
      E 603-49570-220   REPAIR & MAINTENANCE SUPPLIE     $12,917.04     $2,169.67     $15,000.00        $403.07     $15,000.00         $0.00
      E 603-49570-228   DISTRIB EXPENSE - MATERIALS     $241,208.23    $64,578.09     $11,000.00      $1,561.64     $15,000.00         $0.00
      E 603-49570-378   UTILITIES-WATER CHARGES           $2,791.66       $594.60        $500.00          $0.00        $500.00         $0.00
      E 603-49570-379   UTILITIES-ELECTRIC                  $855.71       $892.76      $1,000.00          $0.00      $1,000.00         $0.00
      E 603-49570-383   UTILITIES-NATURAL GAS               $627.33     $1,119.79      $1,000.00        $751.97      $1,000.00         $0.00
      E 603-49570-385   UTILITIES-SEWER CHARGES             $932.86     $1,594.19        $900.00          $0.00        $900.00         $0.00
      E 603-49570-389   STREET LIGHT REPAIRS                  $0.00         $0.00      $8,000.00        $820.75      $8,000.00         $0.00
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     Account            Last Dim Descr                  2024 Amt      2025 Amt        Budget      YTD Amt        Budget        Budget
      E 603-49570-402   REPAIRS & EXP - SUBSTATION     $12,466.30    $27,798.90    $20,000.00      $251.20    $25,000.00         $0.00
      E 603-49570-414   OSHA/SAFETY CLOTH. & EQUIP     $11,192.34    $11,105.41    $12,000.00    $1,470.69    $12,000.00         $0.00
      E 603-49570-420   DEPRECIATION                        $0.00    $46,250.99    $52,000.00   $20,649.15    $52,000.00    $46,251.00
      E 603-49570-439   GOPHER STATE ONE - LOCATES        $527.22       $406.89     $1,000.00      $107.77     $1,000.00         $0.00
      E 603-49570-490   DONATIONS                         $500.00     $1,500.00     $2,000.00    $1,000.00     $2,000.00         $0.00
49570 DISTRIBUTION                                    $302,028.66   $162,566.91   $134,400.00   $35,569.25   $146,400.00    $46,251.00

49580 CUSTOMER ACCOUNTS
      E 603-49580-101 SALARIES - REGULAR                    $0.00         $0.00         $0.00        $0.00         $0.00         $0.00
      E 603-49580-102 SALARIES - OVERTIME                   $0.00         $0.00         $0.00        $0.00         $0.00         $0.00
      E 603-49580-112 SALARIES - ADMIN                      $0.00         $0.00         $0.00        $0.00         $0.00         $0.00
      E 603-49580-113 SALARIES - METER READING              $0.00         $0.00         $0.00        $0.00         $0.00         $0.00
      E 603-49580-121 PERA - EMPLOYER SHARE                 $0.00         $0.00         $0.00        $0.00         $0.00         $0.00
      E 603-49580-122 FICA - EMPLOYER SHARE                 $0.00         $0.00         $0.00        $0.00         $0.00         $0.00
49580 CUSTOMER ACCOUNTS                                     $0.00         $0.00         $0.00        $0.00         $0.00         $0.00

49590 ELECTRIC - GENERAL
      E 603-49590-100 SALARIES - PART TIME                  $0.00         $0.00         $0.00        $0.00         $0.00         $0.00
      E 603-49590-101 SALARIES - REGULAR              $238,097.61   $207,812.46   $335,000.00   $85,426.61   $161,170.00   $214,660.00
      E 603-49590-102 SALARIES - OVERTIME              $18,770.87    $29,079.91    $45,000.00   $14,822.01    $45,000.00    $45,000.00
      E 603-49590-112 SALARIES - ADMIN                 $23,452.29    $42,841.87    $70,000.00   $22,182.80    $51,840.00    $56,410.00
      E 603-49590-115 SALARIES - COMMISSIONER FEES      $2,776.49     $3,930.00       $850.00        $0.00     $4,430.00     $4,430.00
      E 603-49590-121 PERA - EMPLOYER SHARE            $21,705.44    $28,648.28    $30,000.00    $8,594.52    $19,350.00    $23,710.00
      E 603-49590-122 FICA - EMPLOYER SHARE            $23,280.17    $20,273.09    $30,000.00    $8,440.95    $20,080.00    $24,520.00
      E 603-49590-130 INSURANCE - MED/DENT/LIFE/DIS   $111,111.39   $103,842.73    $95,000.00   $54,690.16    $97,930.00   $119,370.00
      E 603-49590-131 EMPLOYER H.S.A.EXPENSE           $10,548.78    $12,825.00    $15,000.00    $5,677.39    $15,000.00    $15,000.00
      E 603-49590-136 MN Paid Leave                         $0.00        $18.96         $0.00      $252.16     $1,150.00     $1,410.00
      E 603-49590-142 UNEMPLOYMENT COMPENSATION             $0.00     $1,713.68         $0.00    $6,360.25         $0.00         $0.00
      E 603-49590-150 INSURANCE - WORKERS COMP          $4,208.54     $4,370.56     $4,400.00        $0.00     $2,440.00     $2,440.00
      E 603-49590-200 OFFICE SUPPLIES                   $1,317.49        $39.69     $1,500.00        $0.00     $1,500.00         $0.00
      E 603-49590-201 MAINT CONT/SUPPORT/WARRANT        $1,862.99     $2,698.70     $1,775.00    $3,397.88     $2,500.00         $0.00
      E 603-49590-202 BILLING SUPPLIES                  $1,507.18     $1,462.19     $2,300.00        $0.00     $2,300.00         $0.00
      E 603-49590-210 OPERATING SUPPLIES & EXPENSE      $4,038.68     $9,443.43     $2,500.00    $2,654.73    $10,000.00         $0.00
      E 603-49590-211 CLEANING SUPPLIES                     $7.59         $0.00         $0.00        $0.00         $0.00         $0.00
      E 603-49590-240 SMALL TOOLS & MINOR EQUIPME       $2,596.73     $1,422.03     $5,000.00    $2,303.51     $5,000.00         $0.00
      E 603-49590-301 AUDITING                         $13,998.87    $13,733.99    $12,000.00   $10,625.00    $13,000.00         $0.00
      E 603-49590-302 SAFETY CLASS/DRUG & ALCOHOL       $6,619.10     $7,047.38     $6,500.00    $3,067.46     $6,500.00         $0.00
      E 603-49590-303 ENGINEERING                           $0.00     $1,500.00         $0.00        $0.00         $0.00         $0.00
      E 603-49590-304 LEGAL                               $173.25     $3,742.32     $2,000.00        $0.00     $2,000.00         $0.00
      E 603-49590-309 COMPUTER SUPPORT                  $1,475.73     $2,787.67         $0.00      $738.15     $2,500.00         $0.00
      E 603-49590-311 CONFERENCE & TRAINING            $18,053.54    $18,112.91    $15,000.00   $13,568.78    $15,000.00         $0.00
      E 603-49590-321 UTILITIES-PHONE/INTERNET/CAB      $2,534.72     $4,019.38     $2,000.00    $2,047.43     $2,000.00         $0.00
      E 603-49590-322 POSTAGE/MAILING MACHINE          $10,908.31    $10,870.54     $7,000.00    $4,414.32     $7,000.00         $0.00
      E 603-49590-324 OUTSIDE SERVICES                  $4,816.87    $47,405.81     $6,500.00   $36,529.90     $6,500.00    $70,040.00
      E 603-49590-326 GARBAGE FEES                          $0.00   $200,760.00         $0.00        $0.00         $0.00         $0.00
                                                                                                                                                       229
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        Account           Last Dim Descr                      2024 Amt        2025 Amt          Budget         YTD Amt          Budget        Budget
        E 603-49590-331 TRAVEL EXPENSE                          $73.70         $823.05           $0.00         $315.70           $0.00          $0.00
        E 603-49590-335 MISC BANK CHARGES                      $957.80         $483.11         $500.00         $184.75         $500.00          $0.00
        E 603-49590-339 PAY PAL/SQUARE FEES                     $73.06          $35.16         $500.00          $41.17         $500.00          $0.00
        E 603-49590-360 INSURANCE - PROPERTY/LIABILIT       $82,283.70      $93,637.71      $80,000.00           $0.00      $89,010.00     $93,461.00
        E 603-49590-420 DEPRECIATION                             $0.00           $0.00           $0.00           $0.00           $0.00          $0.00
        E 603-49590-430 MISCELLANEOUS                        $2,218.87       $5,504.59       $1,500.00         $792.42       $3,000.00          $0.00
        E 603-49590-432 BAD DEBT EXPENSE                     $9,482.14       $3,871.51       $1,500.00           $0.00       $4,000.00          $0.00
        E 603-49590-433 DUES AND SUBSCRIPTIONS               $5,396.55       $3,509.00       $5,000.00       $3,757.58       $5,000.00          $0.00
        E 603-49590-434 REG.COMPL. LIC REPORT REQUIR           $351.86       $7,204.00         $550.00         $199.92      $10,000.00          $0.00
        E 603-49590-435 CMMPA DUES                          $18,252.00      $18,000.00      $20,000.00       $9,298.50      $20,000.00          $0.00
        E 603-49590-501 CAPITAL OUTLAY                           $0.00           $0.00           $0.00     $278,235.52           $0.00          $0.00
        E 603-49590-505 GIS Operation and Maintenance       $14,349.57         $550.00       $5,000.00         $242.20       $5,000.00          $0.00
        E 603-49590-719 TRANSFER-INTERFUND                       $0.00           $0.00           $0.00           $0.00      $36,147.00          $0.00
        E 603-49590-726 SHARED FAC & SERV EXP TO CITY       $60,000.00      $65,000.00      $65,000.00      $65,000.00      $65,000.00          $0.00
  49590 ELECTRIC - GENERAL                                 $717,301.88     $979,020.71     $868,875.00     $643,861.77     $732,347.00    $670,451.00

  49595 CONSERVATION IMPROVE PROG-CIP
        E 603-49595-316 CONSERVATION - RESIDENTIAL           $3,498.33       $9,874.45       $3,500.00       $1,405.00       $3,500.00          $0.00
        E 603-49595-317 CONSERVATION - IND/COMMERCI          $1,510.00           $0.00       $7,500.00           $0.00       $7,500.00          $0.00
        E 603-49595-336 CONSERVATION-ADMIN COSTS                 $0.00           $0.00         $500.00           $0.00         $500.00          $0.00
  49595 CONSERVATION IMPROVE PROG-CIP                        $5,008.33       $9,874.45      $11,500.00       $1,405.00      $11,500.00          $0.00

  49600 NON-OPERATING
        E 603-49600-603   BOND PRINCIPAL - 2023A BOND            $0.00           $0.00           $0.00           $0.00           $0.00          $0.00
        E 603-49600-611   BOND INTEREST                          $0.00           $0.00           $0.00           $0.00           $0.00          $0.00
        E 603-49600-613   INTEREST EXP - METER DEPOSIT       $1,409.35       $1,473.14           $0.00           $0.00           $0.00          $0.00
        E 603-49600-741   CAPITAL OUTLAY - ENTERPRISE F          $0.00      $22,717.46           $0.00           $0.00           $0.00          $0.00
        E 603-49600-750   LOSS ON CAPITAL ASSET                  $0.00       $4,569.03           $0.00           $0.00           $0.00          $0.00
  49600 NON-OPERATING                                        $1,409.35      $28,759.63           $0.00           $0.00           $0.00          $0.00

  49700 OPERATING TRANSFERS OUT
        E 603-49700-727 TRANSFER TO CITY - LIEU OF TAX      $66,083.71      $66,362.19      $65,000.00      $62,808.51      $65,000.00          $0.00
  49700 OPERATING TRANSFERS OUT                             $66,083.71      $66,362.19      $65,000.00      $62,808.51      $65,000.00          $0.00
603 ELECTRIC                                              $2,255,479.44   $2,431,016.14   $2,360,925.00   $1,305,299.50   $2,236,409.00   $727,621.00

605 STORM SEWER

  43251 STORM SEWER UTIL & MAINT
        E 605-43251-101 SALARIES - REGULAR                   $17,587.77     $11,466.51      $16,300.00       $8,389.02      $15,570.00     $16,920.00
        E 605-43251-102 SALARIES - OVERTIME                     $342.20        $448.93       $3,000.00         $590.25       $1,000.00      $1,000.00
        E 605-43251-121 PERA - EMPLOYER SHARE                 $1,214.45        $943.98      $10,000.00         $637.58       $1,390.00      $1,340.00
        E 605-43251-122 FICA - EMPLOYER SHARE                 $2,263.64        $202.72      $10,500.00         $628.38       $1,420.00      $1,370.00
        E 605-43251-129 Pension Expense                     -$17,333.00      $1,505.00           $0.00           $0.00           $0.00          $0.00
        E 605-43251-130 INSURANCE - MED/DENT/LIFE/DIS         $5,356.72      $6,146.74       $8,000.00       $3,587.97       $6,100.00      $6,890.00
        E 605-43251-131 EMPLOYER H.S.A.EXPENSE                  $750.01      $1,246.16       $1,000.00         $342.30       $1,500.00      $1,500.00
        E 605-43251-136 MN Paid Leave                            $0.00           $1.40           $0.00          $18.65          $80.00        $80.00
                                                                                                                                                                      230
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        Account           Last Dim Descr                   2024 Amt     2025 Amt        Budget      YTD Amt        Budget       Budget
        E 605-43251-142 UNEMPLOYMENT COMPENSATION              $6.24        $0.00         $0.00        $0.00         $0.00        $0.00
        E 605-43251-150 INSURANCE - WORKERS COMP             $459.10      $328.00         $0.00        $0.00       $250.00      $200.00
        E 605-43251-212 MOTOR FUELS, LUBES, ADDITIVES      $1,217.28      $781.43     $1,500.00      $703.95     $1,500.00    $2,000.00
        E 605-43251-252 BEER                                   $0.00        $0.00         $0.00        $0.00         $0.00        $0.00
        E 605-43251-307 CONTRACT SERVICES                      $0.00        $0.00         $0.00        $0.00    $12,810.00        $0.00
        E 605-43251-360 INSURANCE - PROPERTY/LIABILIT        $307.50      $309.99       $300.00        $0.00       $370.00      $389.00
        E 605-43251-400 REPAIRS AND MAINT                 $15,234.50    $1,223.03     $5,000.00      $678.00     $5,000.00    $5,000.00
        E 605-43251-420 DEPRECIATION                      $53,777.87   $57,676.90   $100,000.00   $28,838.52    $53,778.00   $57,677.00
        E 605-43251-430 MISCELLANEOUS                          $0.00       -$0.18         $0.00        $0.00         $0.00        $0.00
        E 605-43251-432 BAD DEBT EXPENSE                     -$11.19        $0.00         $0.00        $0.00         $0.00        $0.00
        E 605-43251-501 CAPITAL OUTLAY                         $0.17       -$0.01         $0.00        $0.00         $0.00        $0.00
        E 605-43251-604 BOND PRINCIPAL - 2020A BOND           -$0.31        $0.00    $29,350.00   $21,715.24    $32,157.28        $0.00
        E 605-43251-606 CAPITAL LEASE PRINCIPAL                $0.00        $0.00         $0.00        $0.00         $0.00        $0.00
        E 605-43251-608 BOND PRINCIPAL - 2016 FIRST ST         $0.00        $0.00     $1,260.00    $1,260.00     $1,323.00        $0.00
        E 605-43251-611 BOND INTEREST                       -$255.00        $0.00         $0.00        $0.00     $9,207.50        $0.00
        E 605-43251-614 BOND INTEREST 2016 FIRST STR         $237.04      $453.86       $464.00      $226.01       $463.05        $0.00
        E 605-43251-615 BOND INTEREST - 2020A BOND        $13,565.95    $8,764.13    $12,735.31    $4,359.84    $12,427.45        $0.00
        E 605-43251-617 BOND INTEREST - 2025A BOND             $0.00    $3,836.46         $0.00        $0.00         $0.00        $0.00
        E 605-43251-619 CAPITAL LEASE INTEREST                 $0.00        $0.00         $0.00        $0.00         $0.00        $0.00
  43251 STORM SEWER UTIL & MAINT                          $94,720.94   $95,335.05   $199,409.31   $71,975.71   $156,346.28   $94,366.00

  43256 SEWER
        E 605-43256-505   GIS Operation and Maintenance        $0.00        $0.00         $0.00        $0.00         $0.00    $1,000.00
  43256 SEWER                                                  $0.00        $0.00         $0.00        $0.00         $0.00    $1,000.00

  47000 DEBT SERVICE
        E 605-47000-602   DISCOUNT AMORTIZATION           -$1,275.00   -$1,504.00         $0.00        $0.00         $0.00        $0.00
        E 605-47000-620   FISCAL AGENT FEES                    $0.00    $4,523.46         $0.00        $0.00         $0.00        $0.00
  47000 DEBT SERVICE                                      -$1,275.00    $3,019.46         $0.00        $0.00         $0.00        $0.00
605 STORM SEWER                                           $93,445.94   $98,354.51   $199,409.31   $71,975.71   $156,346.28   $95,366.00

609 LIQUOR

  49750 LIQUOR
        E 609-49750-100   SALARIES - PART TIME            $58,811.13   $52,150.36    $65,000.00   $37,684.43    $65,000.00   $65,000.00
        E 609-49750-101   SALARIES - REGULAR              $60,273.66   $87,583.92    $72,000.00   $35,383.82    $71,450.00   $77,670.00
        E 609-49750-102   SALARIES - OVERTIME                  $0.00      $110.25         $0.00      $203.41         $0.00        $0.00
        E 609-49750-108   SALARIES - FULL-TIME ON-SALE         $0.00        $0.00         $0.00        $0.00         $0.00        $0.00
        E 609-49750-109   SALARIES - FULL-TIME OFF-SALE        $0.00        $0.00         $0.00        $0.00         $0.00        $0.00
        E 609-49750-110   SALARIES - PART-TIME ON-SALE         $0.00        $0.00         $0.00        $0.00         $0.00        $0.00
        E 609-49750-111   SALARIES - PART-TIME OFF-SALE        $0.00        $0.00         $0.00        $0.00         $0.00        $0.00
        E 609-49750-112   SALARIES - ADMIN                 $6,204.00        $0.00         $0.00        $0.00         $0.00        $0.00
        E 609-49750-121   PERA - EMPLOYER SHARE            $8,484.30    $9,203.12    $12,000.00    $5,546.14    $10,230.00   $10,700.00
        E 609-49750-122   FICA - EMPLOYER SHARE           $13,517.47    $1,069.37    $12,000.00    $5,761.76    $10,440.00   $10,910.00
        E 609-49750-129   Pension Expense                     $74.00   $40,511.00         $0.00        $0.00         $0.00        $0.00
        E 609-49750-130   INSURANCE - MED/DENT/LIFE/DIS   $39,100.50   $44,389.20    $45,000.00   $26,563.38    $46,840.00   $54,950.00                 231
                                                                                                                                                09/01/26 5:18 PM
                                                                                                                                                         Page 21
                                                                                            2025          2026            2026          2027
        O
        Account           Last Dim Descr                    2024 Amt      2025 Amt        Budget       YTD Amt          Budget        Budget
        E 609-49750-131   EMPLOYER H.S.A.EXPENSE            $3,787.52     $4,950.00     $5,000.00     $2,550.00       $5,000.00     $5,000.00
        E 609-49750-136   MN Paid Leave                         $0.00        $10.73         $0.00       $171.40         $600.00       $630.00
        E 609-49750-142   UNEMPLOYMENT COMPENSATION           $151.28        $78.73       $250.00         $0.00           $0.00         $0.00
        E 609-49750-150   INSURANCE - WORKERS COMP          $3,749.16     $4,479.74     $4,000.00         $0.00       $1,710.00     $1,490.00
        E 609-49750-208   SERVING SUPPLY-FOOD & ALCOH       $2,677.06     $1,370.46     $3,000.00       $484.46       $3,000.00     $2,700.00
        E 609-49750-210   OPERATING SUPPLIES & EXPENSE      $9,339.89    $10,351.08    $10,000.00     $4,988.44       $8,500.00    $10,000.00
        E 609-49750-251   LIQUOR                          $185,727.60   $187,673.54   $191,000.00   $120,723.53     $193,000.00   $200,000.00
        E 609-49750-252   BEER                            $283,193.22   $284,104.73   $335,000.00   $176,688.73     $335,000.00   $300,000.00
        E 609-49750-253   WINE                             $22,458.64    $19,667.23    $27,000.00    $18,516.18      $30,000.00    $30,000.00
        E 609-49750-254   SODA, MIX, JUICE                 $15,356.13    $15,033.63    $16,000.00     $8,046.29      $16,000.00    $16,000.00
        E 609-49750-256   TOBACCO                          $11,398.92     $9,547.84    $12,000.00     $5,015.82      $15,000.00    $10,000.00
        E 609-49750-257   FOOD/CONDIMENTS-COMPLIMEN         $3,144.63     $2,701.82     $4,000.00     $1,839.64       $4,000.00     $3,600.00
        E 609-49750-258   FOOD/MERCHANDISE FOR RESALE      $21,487.60    $24,255.99    $30,000.00    $11,753.76      $30,000.00    $25,000.00
        E 609-49750-260   THC PRODUCTS                          $0.00     $7,919.50         $0.00     $2,854.19       $4,200.00    $10,000.00
        E 609-49750-308   OUTSIDE JANITORIAL SERVICES      $12,939.72    $16,610.88    $14,000.00     $7,404.38      $14,000.00    $16,000.00
        E 609-49750-309   COMPUTER SUPPORT                  $2,400.00     $5,715.52     $2,500.00     $4,632.26       $2,500.00     $4,000.00
        E 609-49750-311   CONFERENCE & TRAINING                 $0.00       $918.00       $600.00         $0.00         $800.00     $1,000.00
        E 609-49750-321   UTILITIES-PHONE/INTERNET/CAB      $4,859.24     $3,848.50     $2,600.00     $1,653.90       $4,000.00     $4,000.00
        E 609-49750-325   SECURITY SYSTEM                     $454.72       $526.92     $1,000.00       $263.46       $1,000.00     $1,000.00
        E 609-49750-327   PEST CONTROL                        $924.00     $1,008.00     $1,000.00       $528.00       $1,000.00     $1,100.00
        E 609-49750-331   TRAVEL EXPENSE                        $0.00         $0.00       $600.00         $0.00         $600.00         $0.00
        E 609-49750-333   FREIGHT or SHIPPING CHARGES         $723.91       $487.39       $500.00       $199.90         $800.00       $500.00
        E 609-49750-334   CREDIT CARD EXPENSES             $18,514.97    $22,955.73    $15,000.00    $14,839.98      $17,000.00    $21,000.00
        E 609-49750-340   ADVERTISING                         $480.60       $871.21     $1,000.00        $68.90         $500.00       $500.00
        E 609-49750-345   SPECIAL EVENTS/ENTERTAINMEN       $3,446.49     $3,736.00     $5,000.00       $211.26       $4,000.00     $5,000.00
        E 609-49750-346   ROSE FEST                        $17,744.49    $10,600.30    $10,000.00         $0.00       $8,000.00    $17,000.00
        E 609-49750-360   INSURANCE - PROPERTY/LIABILIT     $8,377.57     $6,439.76     $6,300.00         $0.00       $3,390.00     $3,560.00
        E 609-49750-364   INSURANCE - DRAM LIQUOR LIAB      $5,863.29       $111.00     $6,300.00         $0.00       $6,300.00         $0.00
        E 609-49750-381   UTILITIES-ELECTRIC & WATER       $10,577.33    $10,428.41    $12,000.00     $6,482.55      $12,000.00    $15,000.00
        E 609-49750-383   UTILITIES-NATURAL GAS               $699.57     $1,376.30     $1,100.00     $1,712.05       $1,100.00     $3,000.00
        E 609-49750-384   UTILITIES-REFUSE/RECYCLING        $1,767.63     $1,674.12     $1,500.00       $690.80       $1,500.00     $1,700.00
        E 609-49750-385   UTILITIES-SEWER CHARGES           $2,698.53     $2,165.04     $1,200.00     $1,872.49       $2,700.00     $2,900.00
        E 609-49750-390   TAP CLEANING SERVICE                $737.00       $720.00     $1,000.00       $360.00       $1,000.00       $700.00
        E 609-49750-400   REPAIRS AND MAINT                 $5,469.10     $4,272.72     $4,000.00     $6,159.39       $4,000.00     $8,000.00
        E 609-49750-418   UNIFORMS                              $0.00       $407.00       $500.00         $0.00         $500.00       $700.00
        E 609-49750-420   DEPRECIATION                     $14,479.60    $18,586.73    $12,000.00     $9,293.22      $14,480.00    $18,586.00
        E 609-49750-430   MISCELLANEOUS                        $95.91       $231.83       $100.00        $56.57         $100.00       $200.00
        E 609-49750-431   CASH SHORT/OVER                    -$382.26    -$1,005.14       $100.00        $57.18         $100.00         $0.00
        E 609-49750-433   DUES AND SUBSCRIPTIONS            $2,345.43     $3,985.55     $1,200.00       $680.38         $800.00     $4,000.00
        E 609-49750-501   CAPITAL OUTLAY                    $8,537.58     $2,051.39    $10,000.00   $111,103.85     $200,000.00    $10,000.00
        E 609-49750-725   TRANSFER TO GENERAL FUND              $0.00         $0.00         $0.00    $20,000.00      $20,000.00         $0.00
  49750 LIQUOR                                            $872,691.13   $925,885.40   $954,350.00   $653,045.90   $1,172,140.00   $973,096.00
609 LIQUOR                                                $872,691.13   $925,885.40   $954,350.00   $653,045.90   $1,172,140.00   $973,096.00
                                                                                                                                                              232
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        O
        Account           Last Dim Descr                    2024 Amt       2025 Amt    Budget   YTD Amt   Budget   Budget

900 GASB 34

  41000 GENERAL GOVERNMENT
        E 900-41000-100 SALARIES - PART TIME                   $0.00        -$589.63    $0.00     $0.00    $0.00    $0.00
        E 900-41000-101 SALARIES - REGULAR                $28,172.00       $2,628.72    $0.00     $0.00    $0.00    $0.00
        E 900-41000-106 SALARIES - TRAINING                    $0.00           $0.00    $0.00     $0.00    $0.00    $0.00
        E 900-41000-129 Pension Expense                   -$8,220.00    -$269,726.00    $0.00     $0.00    $0.00    $0.00
        E 900-41000-150 INSURANCE - WORKERS COMP               $0.00           $0.00    $0.00     $0.00    $0.00    $0.00
        E 900-41000-160 PERA PENSION EXPENSE GASB 68           $0.00           $0.00    $0.00     $0.00    $0.00    $0.00
        E 900-41000-313 DEFICIENT DEVELOPER REIMB.CO           $0.00           $0.00    $0.00     $0.00    $0.00    $0.00
        E 900-41000-420 DEPRECIATION                      $26,612.16      $26,776.04    $0.00     $0.00    $0.00    $0.00
        E 900-41000-500 CAPITAL OUTLAY (NOT DEPREC.)           $0.00           $0.00    $0.00     $0.00    $0.00    $0.00
        E 900-41000-501 CAPITAL OUTLAY                         $0.00     -$13,109.00    $0.00     $0.00    $0.00    $0.00
        E 900-41000-750 LOSS ON CAPITAL ASSET                  $0.00           $0.00    $0.00     $0.00    $0.00    $0.00
  41000 GENERAL GOVERNMENT                                $46,564.16    -$254,019.87    $0.00     $0.00    $0.00    $0.00

  42000 PUBLIC SAFETY
        E 900-42000-101   SALARIES - REGULAR                    $0.00      $1,975.39    $0.00     $0.00    $0.00    $0.00
        E 900-42000-129   Pension Expense                 -$11,170.00          $0.00    $0.00     $0.00    $0.00    $0.00
        E 900-42000-160   PERA PENSION EXPENSE GASB 68          $0.00          $0.00    $0.00     $0.00    $0.00    $0.00
        E 900-42000-420   DEPRECIATION                    $148,658.00    $158,395.72    $0.00     $0.00    $0.00    $0.00
        E 900-42000-500   CAPITAL OUTLAY (NOT DEPREC.)   -$107,029.00          $0.00    $0.00     $0.00    $0.00    $0.00
        E 900-42000-501   CAPITAL OUTLAY                        $0.00   -$306,121.80    $0.00     $0.00    $0.00    $0.00
        E 900-42000-750   LOSS ON CAPITAL ASSET                 $0.00          $0.00    $0.00     $0.00    $0.00    $0.00
  42000 PUBLIC SAFETY                                     $30,459.00    -$145,750.69    $0.00     $0.00    $0.00    $0.00

  43000 PUBLIC WORKS
        E 900-43000-100   SALARIES - PART TIME                  $0.00          $0.00    $0.00     $0.00    $0.00    $0.00
        E 900-43000-101   SALARIES - REGULAR                    $0.00      $1,684.58    $0.00     $0.00    $0.00    $0.00
        E 900-43000-129   Pension Expense                  -$4,420.00          $0.00    $0.00     $0.00    $0.00    $0.00
        E 900-43000-160   PERA PENSION EXPENSE GASB 68          $0.00          $0.00    $0.00     $0.00    $0.00    $0.00
        E 900-43000-420   DEPRECIATION                    $273,436.00    $292,309.07    $0.00     $0.00    $0.00    $0.00
        E 900-43000-500   CAPITAL OUTLAY (NOT DEPREC.)   -$152,935.00   -$287,084.25    $0.00     $0.00    $0.00    $0.00
        E 900-43000-501   CAPITAL OUTLAY                        $0.00    -$39,888.39    $0.00     $0.00    $0.00    $0.00
        E 900-43000-724   CAPITAL CONTRIBUTION                  $0.00          $0.00    $0.00     $0.00    $0.00    $0.00
  43000 PUBLIC WORKS                                      $116,081.00    -$32,978.99    $0.00     $0.00    $0.00    $0.00

  43100 STREETS
        E 900-43100-503   CONTRIB. TO ENTERPRISE FUND          $0.00          $0.00     $0.00     $0.00    $0.00    $0.00
        E 900-43100-724   CAPITAL CONTRIBUTION                 $0.00          $0.00     $0.00     $0.00    $0.00    $0.00
  43100 STREETS                                                $0.00          $0.00     $0.00     $0.00    $0.00    $0.00

  45000 CULTURE & RECREATION
        E 900-45000-100 SALARIES - PART TIME                    $0.00     $1,708.54     $0.00     $0.00    $0.00    $0.00
        E 900-45000-101 SALARIES - REGULAR                      $0.00       $374.77     $0.00     $0.00    $0.00    $0.00
        E 900-45000-129 Pension Expense                    -$5,085.00         $0.00     $0.00     $0.00    $0.00    $0.00
                                                                                                                                          233
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        O
        Account           Last Dim Descr                   2024 Amt        2025 Amt          Budget         YTD Amt          Budget          Budget
        E 900-45000-160 PERA PENSION EXPENSE GASB 68          $0.00           $0.00           $0.00           $0.00           $0.00           $0.00
        E 900-45000-420 DEPRECIATION                     $18,151.00      $16,735.92           $0.00           $0.00           $0.00           $0.00
        E 900-45000-500 CAPITAL OUTLAY (NOT DEPREC.)          $0.00           $0.00           $0.00           $0.00           $0.00           $0.00
        E 900-45000-501 CAPITAL OUTLAY                        $0.00           $0.00           $0.00           $0.00           $0.00           $0.00
  45000 CULTURE & RECREATION                             $13,066.00      $18,819.23           $0.00           $0.00           $0.00           $0.00

  46500 ECONOMIC DEVELOPMENT AUTHORITY
        E 900-46500-420 DEPRECIATION                           $0.00          $0.00           $0.00           $0.00           $0.00           $0.00
        E 900-46500-430 MISCELLANEOUS                         -$0.43          $0.00           $0.00           $0.00           $0.00           $0.00
        E 900-46500-500 CAPITAL OUTLAY (NOT DEPREC.)           $0.00          $0.00           $0.00           $0.00           $0.00           $0.00
  46500 ECONOMIC DEVELOPMENT AUTHORITY                        -$0.43          $0.00           $0.00           $0.00           $0.00           $0.00

  47000 DEBT SERVICE
        E 900-47000-421   BOND DISC AMORTIZATION              $0.00           $0.00           $0.00           $0.00           $0.00           $0.00
        E 900-47000-601   BOND PRINCIPAL               -$288,599.00    -$174,942.27           $0.00           $0.00           $0.00           $0.00
        E 900-47000-602   DISCOUNT AMORTIZATION          -$7,547.00      -$8,872.00           $0.00           $0.00           $0.00           $0.00
        E 900-47000-606   CAPITAL LEASE PRINCIPAL             $0.00     -$34,520.00           $0.00           $0.00           $0.00           $0.00
        E 900-47000-611   BOND INTEREST                  -$8,113.00      $24,792.43           $0.00           $0.00           $0.00           $0.00
        E 900-47000-620   FISCAL AGENT FEES                   $0.00           $0.00           $0.00           $0.00           $0.00           $0.00
  47000 DEBT SERVICE                                   -$304,259.00    -$193,541.84           $0.00           $0.00           $0.00           $0.00

  48300 STREETS & HWY CAPITAL OUTLAY
        E 900-48300-501 CAPITAL OUTLAY                        $0.00           $0.00           $0.00           $0.00           $0.00           $0.00
  48300 STREETS & HWY CAPITAL OUTLAY                          $0.00           $0.00           $0.00           $0.00           $0.00           $0.00

  49900 TRONDHEIM ROAD EXTENSION
        E 900-49900-723 TRANSFER TO ENTERPRISE FUND           $0.00           $0.00           $0.00           $0.00           $0.00           $0.00
  49900 TRONDHEIM ROAD EXTENSION                              $0.00           $0.00           $0.00           $0.00           $0.00           $0.00
900 GASB 34                                              -$98,089.27   -$607,472.16           $0.00           $0.00           $0.00           $0.00

                                                       $7,524,363.76   $7,595,716.59   $7,714,589.12   $4,155,363.62   $7,967,885.78   $5,663,367.00




                                                                                                                                                                     234
                                    RESOLUTION 2026-31

                                    CITY OF KENYON
                                  COUNTY OF GOODHUE
                                  STATE OF MINNESOTA


    A RESOLUTION ADOPTING THE 2027 PRELIMINARY BUDGET AND LEVY
       WHEREAS Minnesota Statutes § 275.065 Subd.1(a) requires that on or before
September 30, cities must certify to the county auditor the proposed property tax levy for taxes
payable in the following year, and;

        WHEREAS Minnesota Statutes § 275.065, Subd.1(f) requires a taxing authority to
announce the time and place of the regularly scheduled meeting at which the budget and levy
will be discussed and permit the public to speak;

        BE IT FURTHER RESOLVED that the City Council will hold a meeting to discuss the
budget and property tax levy and allow public input on Tuesday, December 1st, 2026, at 6:30
p.m.; and

       BE IT FURTHER RESOLVED that the City Administrator/Clerk is hereby instructed to
transmit a certified copy of this Resolution to the County Auditor of Goodhue County,
Minnesota.
        BE IT RESOLVED that the following sums be certified to the Goodhue County Auditor
as the preliminary amounts to be levied upon the taxable property in the City of Kenyon, County
of Goodhue, State of Minnesota, for the year payable 2026 for the following:

Net Levy
General Purpose               $1,206,984
Capital                       $81,300
Bond Indebtedness             $381,831
Total Levy                    $1,670,115

Adopted by the City Council on this 8th day of September 2026.



CITY OF KENYON BY:                                 ATTEST:


____________________________                      _________________________________
Donald Kirchmann, Mayor                            Scott Lehner, City Administrator




                                                                                                   235
 Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                          September 8, 2026

SUBMITTED BY:                  Holli Gudknecht, Administration

ITEM TYPE:                     New Business

AGENDA SECTION:                NEW BUSINESS

SUBJECT:                       Depot Park Concrete Project

SUGGESTED ACTION:              Lexvold Construction was the low bid to install a concrete apron
                               around the Depot building.

                               Replacement of the concrete to provide a safer and more accessible
                               walking surface for people of all ages, along with installation of an
                               approved accessible ramp entrance at the southeast door of the Depot
                               Park building, at a cost not to exceed $9,980, based on the low bid
                               submitted by Dan Lexvold.

                               The majority of the funding for the project will come from the $9,500
                               in remaining funds received by the Kenyon EDA through
                               participation in the University of Minnesota Design Center Emerging
                               Small Minnesota Communities Program.


                               MOTION NEEDED TO APPROVE THE QUOTE FROM
                               LEXVOLD CONSTRUCTION FOR THE CONCRETE WORK AT
                               DEPOT PARK NOT TO EXCEED $9,980.

ATTACHMENTS:
Depot Park Proposed Concrete Project.docx
LEXVOLD QUOTE.pdf




                                                                                                       236
237
238
Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                September 8, 2026

SUBMITTED BY:        Holli Gudknecht, Administration

ITEM TYPE:           New Business

AGENDA SECTION:      NEW BUSINESS

SUBJECT:             Abdo vs. Internal Finance Director

SUGGESTED ACTION:
                     Proposed Services:

                            Financial Solutions: $109,000
                            HR Services: $30,000
                            Payroll Services: $25,800

                     Total Annual Cost: $164,800



                     As we also discussed, the estimated cost of hiring a full-time Finance Director at
                     an hourly rate of $40.45, including full benefits and assuming no overtime, would
                     be approximately $167,100 annually.



                            Wages: approximately $90,000 without any overtime
                            Taxes: approximately $14,000 without any overtime
                            Insurance (health, dental, life) assuming family coverage: approximately
                            $63,000



                     When comparing these options, there are several advantages to utilizing our team-
                     based service model:

                        1. Access to a Team of Experts
                           Rather than relying on a single individual to manage financial, HR, and
                           payroll responsibilities, you gain access to a team of professionals with
                           specialized expertise in each area.
                        2. Audit Support and Preparation
                           Our team prepares and supports all applicable audit sections, helping to
                           streamline the audit process, potentially reducing the cost of the audit and
                           reduce the burden on City staff.
                        3. Continuous Coverage and Availability


                                                                                                          239
                                    You will always have knowledgeable professionals available to assist,
                                    even when team members are out due to vacation, illness, or other
                                    absences.
                                 4. Proactive Compliance and Industry Updates
                                    We stay current on new GASB standards, HR regulations, payroll
                                    requirements, and other relevant changes, bringing those updates directly
                                    to the City rather than requiring staff to independently monitor and
                                    interpret them.
                                 5. Enhanced Segregation of Duties
                                    By having Abdo perform key functions, the city benefits from improved
                                    segregation of duties, strengthening internal controls and reducing
                                    organizational risk.

ATTACHMENTS:
3 Year Accounting Services Proposal.pdf
44500.WS 2026 _ City of Kenyon _ HR _ Payroll Renewal Engagement Letter E_Signed.pdf
HR Consulting Services Proposal.pdf




                                                                                                                240
SERVICE PROPOSAL FOR


City of Kenyon
709 Second Street, Kenyon, Minnesota 55946
                                                                   Proposed by

                                                                   Jean McGann, CPA

                                                                   Partner | Abdo

Not yet submitted                                                  jean.mcgann@abdofs.com

                                                                   P 952.715.3059
abdosolutions.com   |   Mankato, MN - Edina, MN - Scottsdale, AZ
                                                                                            241
Scott Lehner, City Administrator
City of Kenyon
709 Second Street
Kenyon, Minnesota 55946


Not yet submitted


Dear Scott,


Thank you for the opportunity to submit this proposal to the City of Kenyon, Minnesota (the City) for accounting services.
Based on our past experience with cities of comparable size and complexity, we believe our structured contract with defined
outcomes offered through Abdo Financial Solutions (Abdo FS) would provide the City with excellent financial services.
We believe our solution will result in the City receiving high-level information, continual improvement of processes and allow
the City to keep overall costs stable. Our proposal is based on the needs of the City based on discussions we have had with
the City over the past several years, along with the experiences we have had working with other cities. This proposal outlines
the scope of services we believe will address the needs of the City.
The term of this contract shall be from January 1, 2027 through December 31, 2029.
Services will be provided remotely. If and when necessary, Abdo FS staff will be in City offices.
Investment by the City for services is indicated on the value page. This quote is valid for thirty (30) days.
Abdo FS understands the City has retained an independent registered municipal advisor (IRMA) to advise in the evaluation of
information and recommendations relating to the issuance of municipal securities and/or municipal financial products. The
engaged IRMA is the recognized municipal advisor (MA) for the City.
Abdo FS would like to thank the City for the opportunity to propose on these services. We look forward to exceeding your
expectations and continuing our long-term, mutually beneficial relationship.
Sincerely,
Abdo Financial Solutions




Jean McGann, CPA
Partner | Abdo




                                                                                                                           1 242
The current state
WHAT WE HEARD

We understand the challenges you face as an organization with ever-changing regulations, financial standards,
staffing changes, and council vision. Through our conversations, we understand these challenges to include:
    • You indicated that timely and accurate financial reporting are a high priority for management and Council. Our
      team will continue to provide comprehensive month and quarter-end procedures, and provide the City Council
      with a quarterly financial report indicating dashboards of key financial success metrics, along with a report on
      the City's investment positions and liquidity.
    • The City's small staff size presents inherent challenges in segregation of duties. Abdo’s contracted services
      add an essential layer of financial control, supporting accountability and operational integrity.
    • We recognize that the City's annual budget reflects the priorities and strategic objectives of the City Council. As
      such, the annual budget process is a key objective for our work. We will provide a comprehensive budget
      process that includes input from key stakeholders on your management team, staff, as guided by the City
      Council.


CONSIDERATIONS AS YOU MOVE FORWARD

Given these challenges you’re facing, we know that it can become overwhelming to grasp all the factors at play. Our
team wants to ensure you have a pulse on all of these factors as you begin your search for solutions. Have you
considered the following:
    • You expressed the importance of partnering with an advisor that would provide timely financial advice
      regarding compliance with state and federal laws, regulations and reporting. Our team has established industry
      best standards for monthly monitoring of compliance tasks, and we continually work to stay ahead of industry
      trends that will affect our local government clients.
    • Implementation of additional segregation of duties to strengthen the City’s internal controls. Ongoing
      assessments to mitigate financial risks and safeguard the integrity of operations.
    • Continued coaching and development of your staff remains a high priority, especially as the City continues to
      grow and face ever changing complexity. Our team will commit to mentoring your staff and expanding their
      skillset and knowledge throughout our engagement.




                                                                                                                            2 243
The path forward
WHAT'S YOUR VISION?

Let's build it together. With knowledge and care, Abdo lights your path forward—illuminating opportunity and fueling
your confidence to navigate the future. What do you envision for your future? We believe it could look something like
this:
    • A thorough understanding of your operations through our work with your team, ongoing analysis, and practical
      recommendations.
    • Strategic direction driven by creative solutions and effective technologies.
    • Continued development of your staff to enhance financial operations.

EXPERTISE FOR YOUR CHALLENGES

In the government space, your organization faces unique
challenges that require a specific understanding of
government regulations and operations. Our team not
only has experience working with governmental entities,
but many came directly from city administration and
finance offices, giving them a unique understanding of
the challenges you face.




                                 Meet
                                 Jessi
                                 Jessi Sturtz
                                 Manager


                                                              The Abdo Difference
Jessi has over ten years of experience working with
local governments in accounting and finance, as well as        At Abdo, we believe in the importance of relationships.
ten years of experience in the banking industry. She has       This core value is the foundation of our approach to
over 10 years of experience working with Banyon, and 5         delivering the best experience and outcomes for our
years working with BS&A. She currently works with              clients. It’s inherent in our people and the way we work.
clients ranging from 1,000 - 25,000 in population in a         We know that for our clients to be successful, it takes
variety of different financial roles such as budgeting,        more than having experience and credentials – we take
audit preparation, monthly cash reconciliation,                the time to listen to their unique motivations, goals, and
processing accounts payable, and quarterly financial           challenges. We truly care about their journey and where
reporting.                                                     their path leads.


                                                                   LEARN MORE ON OUR WEBSITE




                                                                                                                            3 244
Your Team
At Abdo, we believe that trust is a vital component in the success of our partnership. That trust requires an
understanding of your needs and confidence in the expertise of your engagement team. That’s why we’ve curated a
team with relevant experience and first-hand knowledge of the challenges you face. Many of our advisors have worked
in government finance offices for decades, cultivating the same experiences you currently face. This depth of
understanding can lead to a comprehensive view of your challenges, potential cost reductions, and a quicker road to
results.
KEY CONTACTS

Key team members are briefly profiled below, with additional staff providing support as needed throughout
theengagement.




                            JEAN MCGANN, CPA

                            Partner
                            jean.mcgann@abdofs.com
                            P 952.715.3059

                            With over 12 years of experience at Abdo, Jean's wealth of experience has equipped her with invaluable
                            skills in coaching and mentoring, accounting and financial management, process evaluations, and long-
                            term planning. Jean's acumen extends beyond finance and auditing; she is adept at identifying and
                            implementing cost containment processes, policy development, and internal control evaluation.


                            JULIE MCMACKINS

                            Senior Manager
                            julie.mcmackins@abdofs.com
                            P 952.715.3062

                            With over 15 years of experience working with Minnesota municipalities and two years experience in the
                            private sector, Julie currently works with clients in a variety of financial roles such as budgeting, annual
                            and quarterly financial reporting, utility rate studies, long-term planning, and audit preparation.



                             JESSI STURTZ

                            Manager
                            jessi.sturtz@abdofs.com
                            P 507.304.6888

                            Jessi has over ten years of experience working with local governments in accounting and finance, as
                            well as ten years of experience in the banking industry. She has over 10 years of experience working with
                            Banyon, and 5 years working with BS&A.



                             MACIE STEVERMER

                             Associate
                             macie.stevermer@abdofs.com
                             P 507.304.6822

                             Macie has 4 years of experience working in the Firm's financial solutions department. Her work includes
                             monthly bank reconciliations, quarterly reporting and audit preparation for a variety of clients.




                                                                                                                                           4 245
Government Experience
You can have confidence in our years of experience performing consulting services, the quality of the accounting
services we offer and our understanding of the unique challenges our clients face in the government space. Since 1963,
we’ve served cities just like yours. With an unwavering commitment to streamlining processes, training staff, and finding
technology-based solutions, we proudly offer excellence in governmental consulting and auditing. Out of our 250-strong,
talented staff, over 60 team members are 100% focused on government clients, which include over 100 cities and other
governmental entities. By serving cities across Minnesota, we have become experts in the nuances of how to best
support your city. Our expertise affords you a consulting experience that is painless. We do this by communicating up
front, coming fully prepared, and being available throughout the year to support you.
PROCESS

Our methods are centered around incorporating technology to deliver unparalleled solutions for government
organizations. In addition to our consulting experience, our firm expertly performs outsourcing for governments giving
us a wealth of experience in a consulting role. We don’t believe in a one-size-fits-all mentality. So together, we’ll focus on
the needs that are relevant to your city and provide the right services to meet them with a customized methodology
based on your needs. We’re focused on developing creative, customized solutions to help your city mitigate costs and
boost efficiency.
FOCUS

Through continuous training and growth opportunities, we’ve established an environment with a focus on serving
government entities. We spend more than 100 hours training and onboarding to ensure success for our clients. We truly
hope that you partner with us to light the path forward for your organization.




        OUR QUALIFICATIONS

         • GFOA and MnGFOA Association members
         • Government operations training
         • Consulting services for over 100 cities
         • We’ve assisted many municipalities in preparing for the GFOA’s Certificate of Achievement for Excellence awards in
           financial reporting




                                                                                                                                 5 246
                                                                     Government Experience Continued




OUR FINANCIAL MANAGEMENT AND CONSULTING SERVICES INCLUDE:

   • Budget process development                        • Internal control evaluation
   • Capital improvement planning                      • Long-term strategic planning
   • Cash flow analysis                                • Payroll processing
   • Cost containment processes                        • Policy development
   • Debt management plans                             • Process flows and efficiencies
   • ERP system consulting                             • Project management
   • Federal and State relations/grant consulting      • Quarterly and monthly reporting to management
   • Finance Director services                         • Reconciliations
   • Financial management plans                        • Software implementation
   • Financial reporting and analysis                  • Training
   • Fleet: Operations and replacement rate analysis   • Utility/fee analysis
   • Interim accounting and financial services         • Year-end audit preparation and financial
                                                         statement preparation




                                                                                                         6 247
Value
At Abdo FS, we are dedicated to assisting our clients in achieving their financial goals
through comprehensive and personalized financial services. Our team of experienced
professionals provide expert guidance in public finance.
Fees are also based on the assumption and limitations outlined in the Scope of Services.
Below are the fees for our services.

                                            3 YEAR OPTION

       SERVICE YEAR                         MONTHLY FEE                      ANNUAL FEE

             2027                              $9,083                           $109,000


             2028                              $9,542                           $114,500


             2029                              $10,083                          $121,000


                                            1 YEAR OPTION

       SERVICE YEAR                         MONTHLY FEE                      ANNUAL FEE

             2027                              $9,083                           $109,000




                                 DESCRIPTION


                                             3 YEAR OPTION




                                             1 YEAR OPTION




This quote is valid for thirty (30) days.
Our accounting service fees include audit preparation valued at $25,400, invoiced in March
each year to align resource allocation with the billing cycle. The remaining annual fee is
divided into 12 monthly installments, providing a consistent and predictable payment
schedule for ease of budgeting. Our audit preparation services are subject to an annual
inflationary adjustment. The initial invoice will be sent within 10 days of the execution of this
agreement. Monthly installment fees will be invoiced at the beginning of the month
throughout the remainder of this contract.
From time to time, the City may need to consult with Abdo Financial Solutions on matters that
are outside of the Scope of this Agreement. An example of this may be recovery work that is
needed to catch up monthly accounting and bank reconciliations from periods prior to our
contract inception. In this case, our hourly bill rates will apply to the consultation. Our bill rates
are subject to change on September 1st of each year.

                                                                                                         77248
Scope of Services
    ABDO FS CONTRACT TASK                          CLIENT RESPONSIBILITY                    FREQUENCY


    Cash and Investment Monitoring


        Reconcile bank account                      City Administrator to review                Monthly


  Review monthly to ensure timely and                                                           Monthly
           accurately balanced



    Verify bank has proper amount of            Request monthly collateral statement            Monthly
   collateral pledged to City's account                    from the bank



   Review cash flow to ensure proper                                                            Monthly
  amounts are available for operations



           Accounts Payable


Review accounts payable as prepared by        Enter accounts payable invoices, prepare       Semi-monthly
                the client                    disbursement listing for Council approval,
                                                     remit payments to vendors



      Review and file 1099 returns              Maintain vendor records and prepare        On going/Annually
                                                            1099 listing



              Cash Receipts


Enter cash receipts into financial software    Review deposits for accuracy monthly             Monthly




                                                                                                               8 249
                                                                                         Scope of Services Continued




    ABDO FS CONTRACT TASK                        CLIENT RESPONSIBILITY                       FREQUENCY


          Quarterly Reporting


Review quarterly budget to actual reports                                                      Quarterly
            for coding errors


    Prepare quarterly financial report,     City to ensure all transactions are posted         Quarterly
including narrative and dashboard of key       to the general ledger, with accuracy
        performance indicators


           Annual Reporting


Complete Financial Reporting Form to the                                                        June 30
       Office of the State Auditor


Complete Annual Budget Summary Form                                                           December 31
   with the Office of the State Auditor


  File Form TNT-20XX with Minnesota                                                          September 30
        Department of Revenue


 Complete and file Minnesota Lobbyist                                                          January 15
                 Report


File Report of Outstanding Indebtedness                                                        February 1


           Audit Preparation


Prepare work papers and gather support      Prepare audit reconciliations as assigned           March
for the audit of the financial statements   and gather supporting documentation as
                                                             needed


Prepare the Management Discussion and             City Administrator to review                    May
      Analysis for the audit report


Review financial statements prepared by                                                           May
                auditors




                                                                                                                       9 250
                                                                        Scope of Services Continued



    ABDO FS CONTRACT TASK                       CLIENT RESPONSIBILITY     FREQUENCY


       Annual Budget Preparation


      Preliminary meeting with City                                            May
 management on budget objectives and
                  strategy


      Prepare a City management's                                          May - August
  recommended property tax levy along
with a general outline of the City Budgeted
  funds including any potential budget
  funding gaps. This will include the all
  funds summary and preparation of all
            budget documents



Assist in presenting preliminary budget to                                   August
      Council prior to September 30.


     Assist in the certification of the                                    September 30
    preliminary tax levy to the County


 Assist in the certification of the final tax                              December 31
            levy to the County


           Miscellaneous Tasks


Provide oversight in recording/accounting                                    Weekly
              for transactions


Update Council, Administrator and staff of                                   On-going
        new accounting standards


    Monitor compliance for assigned                                          On-going
                  activities




                                                                                                      10 251
Technology

We believe technology should enhance our service offerings, making our work less intrusive, our time with you more
productive and everyone’s data more secure. The use of technology in our accounting services enables us to
streamline our processes and helps to automate certain functions of our work so we are able to spend more time
analyzing our results and working directly with you.
Through the outbreak of COVID-19, our team has been able to seamlessly move to a completely remote work
environment with no loss of productivity, cooperation, or communication. Since March 17, 2020, our staff has been
successfully conducting remote accounting using the latest video conferencing and secure file sharing technology.
Through Zoom, Microsoft Teams, or whatever technology your city may use, our team will continue to work through
normal procedures, including regular meetings with you during our engagement to ensure effective collaboration with
your team. Through SuraLink, you'll be able to see what documents have been uploaded, what documents are still
needed, and keep track of important accounting workpapers securely and easily.
We take the security of our client's data - and our own - very seriously. A number of systems are in place to ensure the
safety of your city’s data. We operate on a remote distributed infrastructure leveraging Microsoft’s Cloud Platform
Azure. This not only allows our staff to securely work from any computer, anywhere, any time, but also provides large-
scale, cutting-edge technology and security for your data. Your data is housed in secure data centers that reside
exclusively in the U.S. and not on laptops or local servers which could be stolen or misplaced. We continually provide
security awareness training to our staff members to ensure they are good digital stewards of your data. In addition to
this, we also consult bi annually with 3rd party security experts to conduct risk assessments and conduct annual
penetration tests.


IT ALSO MEANS:




  All firm staff use dual           All data is saved on         All data is backed up           All incoming emails,
authentication to ensure          redundant servers and        continually which means             attachments, and
  that every login to our         data centers so if one       we always have an extra            embedded links are
 remote environment is              server fails, another       copy for safe-keeping.            scanned for viruses
 secure and authorized.          immediately takes over                                          prior to landing in our
                                     with no data lost.                                         inbox, which allows us
                                                                                                 to operate with more
Our cloud platform, Azure, is globally trusted by companies and governments and                protection from phishing
has numerous security compliance standard they adhere to. Reports of these can                 emails, malware attacks,
be provided as requested.                                                                      and other digital threats.




                                                                                                                            11 252
What Our
Clients Say
CLIENT REFERENCES

One of the things we enjoy most about our work is
developing long-term relationships with our clients
and watching their city thrive as we help them to
evolve and grow. Our clients listed below serve as a
 sample of references of those we partner with for
their accounting services. Additional references are
available upon request.




    CITY OF NEW HOPE                             CITY OF WYOMING      CITY OF DUNDAS

    Andrea Phinney                               Robb Linwood         Jenelle Teppen
    City Clerk / Treasurer                       City Administrator   City Administrator
    P 763.531.5114                               P 651.462.0575       P 507.645.2852


    SERVICES PROVIDED                            SERVICES PROVIDED    SERVICES PROVIDED

    Outsourced Finance                           Outsourced Finance   Long-term Plan
    Director                                     Director             Outsourced Finance
    Audit Preparation                            Budgeting            Director
    Long-term Plan                               Audit Preparation    Budgeting
    Budgeting                                    Long-term Plan       Audit Preparation




                                                                                           12 253
Value-Added Services
When you partner with Abdo, you get access to our entire catalog of services. Below is
a selection of the additional solutions that we believe could be of great value to your
city. If you have need of these services, please reach out to us so we can help! Our
additional service offerings can be found at www.abdosolutions.com.
STRATEGIC PLANNING

We provide strategic planning in numerous areas to maximize and protect your city’s
value. Areas include cash flow modeling and analysis, growth and profitability
strategies, key employee incentives, management consulting as well as succession
and exit planning strategies. Our accounting staff has the experience and diverse
skills to help identify areas of interest and strategies to achieve desired goals. We
strive to build a reliable and confidential relationship, and desire to become a trusted
advisor that is accessible throughout the year with any planning needs that may arise.
TECHNOLOGY & DATA SOLUTIONS

Empowering you with advanced data analytics & insights. Data is one of your city’s
most powerful assets. Using it to your advantage, however, can be a challenge. Our
technology and data solutions are designed to give you the information you need -
how, when, and where you need it. Our consultants leverage a powerful mix of
technology and tools to support you with the data analytics and insights you need.
From creating user-friendly dashboards and reports to managing software
implementations, we deliver solutions that work for you.
We can help your city with:
    • Strategic data analytics
    • Software solutions: evaluation, selection & implementation
    • Financial reporting solutions
    • Automation solutions




                                                                                           13 254
14 255
15 256
Why Partner
with Abdo
LIGHTING THE PATH FORWARD

In a world of ever-changing complexity, people need caring, empathetic and
highly skilled professionals they can depend on to provide the right advice and
solutions for them. Our clients seek growth and success, but also want security
and confidence. For over 60 years, Abdo has provided insights for our clients to
help them achieve their goals.
That same innovative spirit is also what has earned us the title of being one of
the top accounting firms in the Midwest. Abdo is a better firm today because of
the efforts we made to support a culture driven by our core values of growth,
relationships, and teamwork.
With this foundation in place, we have successfully helped our clients identify
and break through their own growth barriers. Every challenge they face is an
opportunity for us to listen, understand and empower them with solutions and a
plan to achieve their goals. It’s fulfilling to serve as the catalyst that helps them
overcome obstacles that block their progress.
When it comes to our working relationships, we are partners. We’re confidants.
We’re the catalyst that sparks true business growth, providing guidance through
every challenge and opportunity along the way.
ABOUT ABDO

Abdo is a full-service accounting and consulting firm that delivers customized
strategies and innovative solutions to help businesses, governments and
nonprofits succeed. With more than 200 professionals and over six decades of
experience, Abdo is ranked as one of the top accounting firms in the Midwest. It
is a licensed CPA firm with offices located in Minneapolis and Mankato,
Minnesota, and Scottsdale, AZ. Abdo’s commitment to its clients is to gain in-
depth knowledge of their unique challenges, opportunities, and needs. Through
this consultative approach, Abdo partners with organization leaders to light the
path forward to confidently reach their goals.




     “Listening to our clients’ needs, understanding their challenges, and
     adjusting how we work together is key to our partnership with the
     people we serve.”
                             -- Steve McDonald, CPA | Managing Partner




                                                                                        16 257
Appendix A
AGREEMENT FOR FINANCIAL SERVICES




                                   17 258
Agreement for
Financial Services
THIS AGREEMENT, is made and entered into on Not yet submitted by and between the City of Kenyon, Minnesota
(hereinafter referred to as the (“Client”), and Abdo Financial Solutions (hereinafter referred to as the “Contractor”).
                                          Articles of Agreement & Recitals
WHEREAS, the Client is authorized and empowered to secure from time to time certain professional services
through contracts with qualified consultants; and
WHEREAS, the Contractor understands and agrees that:
   1. The Contractor will act as an Independent Contractor in the performance of all duties under this Agreement.
      Accordingly, the Contractor shall be responsible for payment of all taxes, including federal, state and local
      taxes and professional/business license fees arising out of the Contractor’s activities;
   2. The Contractor shall have no authority to bind the Client for the performance of any services or to obligate
      the Client. The Contractor is not an agent, servant, or employee of the Client and shall not make any such
      representations or hold himself/herself out as such;
   3. The Contractor shall be the exclusive outsourced accounting service provider for the Client during the term
      of this Agreement;
   4. The Contractor shall perform all professional services in a competent and professional manner, acting in the
      best interests of the Client at all times.
   5. The Contractor shall not accrue any continuing contract rights for the services performed under this
      Agreement.
NOW THEREFORE, in consideration of the mutual covenants and promises contained herein, it is agreed as follows:


                                                      ARTICLE I
INCORPORATION OF RECITALS
The recitals and agreement set forth above are hereby incorporated into this Agreement.


                                                       ARTICLE II
LIABILITY INSURANCE
Section 1 Liability Insurance: The Contractor shall obtain professional liability insurance, at their expense with
liability insurance coverage minimums in the amount of $2,000,000, which Contractor must secure and maintain
during the term of this Agreement. Contractor will provide Client with proof of liability insurance coverage under this
Agreement in writing upon request by the Client.




                                                                                                                          18 259
                                                                       Agreement for Financial Services Continued



                                                       ARTICLE III
DURATION OF THE AGREEMENT
Section 1 Duration: This Agreement shall commence upon date of execution by all parties and will remain in effect
until December 31, 2029 unless earlier terminated as provided in Sections 2 and 3.
Section 2 Client's Termination Rights: The Client may terminate this Agreement upon thirty (30) days written notice in
the event the Client determines in its sole discretion that it is not in the Client's best interest to continue using
Contractor’s services. The Client may terminate on ten (10) days written notice if the Contractor fails to perform its
obligations under this Agreement.
Section 3 Contractor’s Termination Rights: Contractor may terminate this Agreement upon thirty (30) days written
notice to Client in the event Client does not pay Contractor compensation as required under Article 5, Section 9 within
fifteen (15) days after invoice is received by Client. In the event of non-payment within thirty (30) days, Contractor shall
give the Client an opportunity to cure the default by giving a notice of such non-payment and an additional five (5)
days after the Client's receipt of the notice to remit such payment, prior to giving a notice of termination. Contractor
can also terminate the Agreement with one hundred twenty (120) days written notice if the Contractor believes it is in
its best interests to terminate the Agreement.
                                                        ARTICLE IV
GENERAL
Section 1 Authorized Client Agent: The Client's authorized agent for the purpose of administration of this Agreement
is the City Administrator. Said agent shall have final authority for approval and acceptance of the Contractor’s services
performed under this Agreement and shall further have responsibility for administration of the terms and conditions of
this Agreement. All notices under this Agreement shall be sent to the person and address indicated below on the
signature lines.
Section 2 Amendments: No amendments or variations of the terms and conditions of this Agreement shall be valid
unless in writing and signed by the parties.
Section 3 Assignability: The Contractor’s rights and obligations under this Agreement are not assignable or
transferable.
Section 4 Data: Any data or materials, including, but not limited to, reports, studies, photographs, negatives, or any and
all other documents prepared by the Contractor or its outside consultants in the performance of the Contractor's
obligations under this Agreement shall be the exclusive property of the Client, and any such data and materials shall
be remitted to the Client by the Contractor upon completion, expiration, or termination of this Agreement. Further, any
such data and materials shall be treated and maintained by the Contractor and its outside consultants in accordance
with applicable federal, state and local laws. Further, Contractor will have access to data collected or maintained by
the Client to the extent necessary to perform Contractor's obligations under this Agreement. Contractor agrees to
maintain all data obtained from the Client in the same manner as the Client is required under the Minnesota
Government Data Practices Act, Minnesota Statutes Chapter 13 or other applicable law (hereinafter referred to as the
"Act"). Contractor will not release or disclose the contents of data classified as not public to any person except at the
written direction of the Client. Upon receipt of a request to obtain and/or review data as defined in the Act, Contractor
will immediately notify the Client. The Client shall provide written direction to Contractor regarding the request within a
reasonable time, not to exceed fifteen (15) days. The Client agrees to indemnify, hold harmless and defend Contractor
for any liability, expense, cost, damages, claim, and action, including attorneys' fees, arising out of or related to
Contractor's complying with the Client's direction. Subject to the aforementioned, Contractor agrees to defend and
indemnify the Client from any claim, liability, damage or loss asserted against the Client as a result of Contractor's
failure to comply with the requirements of the Act. Upon termination and/or completion of this Agreement, Contractor
agrees to return all data to the Client, as requested by the Client.



                                                                                                                               19 260
                                                                        Agreement for Financial Services Continued



                                                ARTICLE IV - CONTINUED
GENERAL (CONTINUED)
Section 5 Entire Agreement: This Agreement is the entire agreement between the Client and the Contractor, and it
supersedes all prior written or oral agreements. There are no other covenants, promises, undertakings, or
understandings outside of this Agreement other than those specifically set forth. Any term, condition, prior course of
dealing, course of performance, usage of trade, understanding, or agreement purporting to modify, vary, supplement, or
explain any provision of this Agreement is null and void and of no effect unless in writing and signed by representatives
of both parties authorized to amend this Agreement.
Section 6 Severability: All terms and covenants contained in this Agreement are severable. In the event any provision
of this Agreement shall be held invalid by any court of competent jurisdiction, this Agreement shall be interpreted as if
such invalid terms or covenants were not contained herein, and such holding shall not invalidate or render
unenforceable any other provision hereof.
Section 7 Contractor Fiscal Decision Waiver: Contractor is responsible for providing the Client with timely and accurate
financial recommendations and information that allows the Council the ability to make final financial decisions.
Contractor will provide final financial recommendations but is not responsible for the final decisions made regarding
financial matters.
Section 8 Compensation: The parties agree that the Contractor shall be paid compensation for the services provided
hereunder, payable for work performed in accordance with this Agreement, based on the fees indicated on the Value
page of this proposal. Additional fees will not be incurred without prior approval of the Client.
Initial invoice for anticipated first month fees will be sent within 10 days of the execution of this agreement. Monthly
installment fees will be invoiced throughout the remainder of this Agreement. If the Agreement is for an hourly fee
basis, invoices will be sent monthly.
Section 9 Additional Services: Should the Client request additional services in addition to the Contracted Services, the
Contractor will provide the Client with proposed fees for the services to be provided. The Client shall provide a written
or electronic confirmation prior to the proposed services implementation.
Section 10 Outside Contractors: It shall be the responsibility of Contractor to compensate any other outside
consultants retained or hired by Contractor to fulfill their obligations under this Agreement and shall be responsible for
their work and Contractor, by using outside contractors, shall not be relieved of its obligations under this Agreement.
Section 11 Municipal Advisor: Abdo FS acknowledges the Client may/has retained an independent registered
municipal advisor (IRMA) to assist and advise the Client in evaluating information relating to the issuance of municipal
securities and/or municipal financial products. Abdo FS acknowledges the Client will rely on advice from their IRMA.
Abdo FS will have no recourse against the Client or its IRMA, regarding action or inaction relating to evaluating,
commenting on, or responding to financial projects or information received under this Agreement. Abdo FS
acknowledges it is not the registered independent municipal advisor retained by the Municipal Entity Client.
Section 12 Equal Employment Opportunity: Abdo, LLP and its subsidiary companies are committed to providing equal
employment opportunities to all employees and applicants for employment without regard to any legally-recognized
basis “protected class” including but not limited to: veteran status, uniform service member status, race, color, religion,
sex, national origin, age, physical or mental disability, sexual orientation or marital preference, genetic information or
any other protected class under federal, state, or local law.




                                                                                                                              20 261
Appendix B
AGREEMENT FOR THE PROVISION OF
PROFESSIONAL SERVICES




                                 21 262
Agreement for the Provision
of Professional Services
 WHEREFORE, this Agreement was entered into on the date set forth below and the undersigned, by execution hereof,
 represent that they are authorized to enter into this Agreement on behalf of the respective parties and state that this
 Agreement has been read by them and that the undersigned understand and fully agree to each, all and every provision
 hereof, and hereby, acknowledge receipt of a copy hereof.



City of Kenyon
709 Second Street
Kenyon, Minnesota 55946


 SIGNATURE
  Scott Lehner




 Abdo Financial Solutions, LLC
 5201 Eden Avenue, Suite 250
 Edina, Minnesota 55436




 Jean McGann, CPA
 Partner | Abdo
 Not yet submitted




                                                                                                                       22 263
June 15, 2026


City of Kenyon
Kenyon, Minnesota

Dear City of Kenyon,

Thank you for the opportunity to submit this proposal for annual renewal to City of Kenyon (the Client) for full-service
payroll processing as well as on-demand HR support. Based on our ongoing relationship and experience with your
organization, we believe our structured partnership will continue to provide you with the payroll processing, tax deposits
and filings, and, if you should need it, the HR support and compliance you’ve come to expect from Abdo.

Our experienced team of payroll and HR experts and our commitment to proactive support aim to give you the peace of
mind that comes with knowing you’re informed of all high-level payroll information and compliant with all applicable local,
state and federal requirements. We also understand that the following priorities are important to you and your employees:

    •   You recognize that payroll and HR are critical functions of your overall operations and you value continuity,
        consistency, and compliance for your employees.
    •   You appreciate the reassurance that working with a payroll partner ensures you’re never left with a staff vacancy
        in your key payroll responsibilities
    •   You understand the need for HR/payroll automation and are open to leveraging technology to improve payroll
        efficiency, information sharing and recordkeeping, and the overall employee experience
    •   You’ve come to expect a payroll partner that you can trust to handle the deadlines and complexities of payroll so
        that you can focus on running your organization.
    •   You feel confident in your internal HR operations but also appreciate knowing that you have a team of HR experts
        only a phone call away.

Unless terminated in accordance with the terms of the Agreement, the term of our contract shall be effective July 1, 2026.

Updated pricing for services to be provided by Abdo LLP is included in this renewal and an engagement renewal, requiring
your signature is provided in the Appendix.

Please note, that for ease and predictability of payroll billing, our per payroll/month/annual charges will be bundled into a
single flat monthly fee based on your current payroll set-up, employee headcount, earnings and deductions. All other Human
Resources and non-contract payroll services will be billed, only upon your request, at our standard hourly rates.

Abdo LLP would like to thank City of Kenyon for this opportunity and we look forward to continuing to serve as your
trusted partner. Of course, please don’t hesitate to reach out directly with any questions, concerns, or additional needs.

Sincerely,

Abdo



Leah R. Davis, CPA
Partner, Abdo




                                                                                                                             264
Client Scope and Investment

                                            Full-Service Payroll Support
                                                  $2,150.00/Month

 Guaranteed on-time payroll processing and employee delivery, including direct
                                                                                                   Included
 deposit


 Worry-free payroll tax and regulatory review, reporting, filing and deposits with
                                                                                                   Included
 anytime access to management and labor reports


 Proactive and expert payroll compliance support to keep you out of trouble                        Included



 Employee friendly self-service portal access and information updating                             Included



                                                                                           Responsive access for
 On-Call Access to Abdo Experts                                                                 management
                                                                                           or supervisor questions


                                                                                        Simple reporting customized to
 No Hassle Accounting Entries
                                                                                             your general journal


                                                                                           Basic support for payroll
 Integrated Software Support and Utilization
                                                                                                   system


                           Items that may affect your contracted monthly amount

                                            Changes in Employee Headcount

                                    Additional State/Jurisdiction Filing Requirements

                                             New Child Support Submissions

                                    New 401(k)/IRA/PERA/HSA/AFLAC Submissions

                                 New Garnishments/Levy Calculation and Submissions




                                                                                                                         265
Client Scope and Investment (Continued)


                                       Additional Services Billed as needed

 Integrated Time and PTO tracking, approval, and
                                                                 Optional – Billed hourly + Software fees
 scheduling


 Employee Self-Service Login Support                                          Billed hourly


 Changes to client policies or payroll set-up that require
 system reconfiguration (i.e. PTO accrual changes,                            Billed hourly
 general ledger set-up, etc.)


 W2 Reprints                                                      Billed hourly + Software Fees (if any)


 Special/Historical Reporting or Analysis                                     Billed hourly


 Work Comp Audit Reporting                                                    Billed hourly


 Verification of Employment Reporting                                         Billed hourly


 1095C/1094C Reporting                                            Billed hourly + Software Fees (if any)


 Special/Additional Payroll Runs and Corrections
                                                                  Billed hourly + Software Fees (if any)
 (due to client request or errors)


 Client Payroll Bank Account Changes                                          Billed hourly


 Payroll Filing Amendments
                                                                  Billed hourly + Software Fees (if any)
 (due to client errors or changes)


 Expedited Processing Fee Due to Late Submission of
 Payroll Information (Payroll information is due by
                                                                    $95.00 per applicable check date
 12:00 p.m. CST, four business days prior to your check
 date)




                                                                                                            266
Client Scope and Investment (Continued)

HOURLY BILLING RATES

Our hourly rates are based upon the experience and level of the individuals to be assigned to perform the work ranging
from $200 - $535 per hour and are subject to change on September 1st each year.

SERVICE AND PRICE GUARANTEE

Our work is guaranteed to the complete satisfaction of the client. Upon payment of your invoices, we will judge you have
been satisfied, however, we welcome further conversation, if, in any way, you feel your expectations are not being met.
Please understand, however, that the price we have quoted considers and relies upon the following:

    •   The information you agree to provide is on time and complete to the degree indicated in our agreement.

    •   Your key management, finance, or human resources team members don’t change during our service period.

    •   No undisclosed or newly arising complexities, claims, or significant transactions, occur that impact our service
        period. This includes emergence of yet unspecified revisions to any prior period work that would need to occur
        before we can perform our agreed services.

    •   No new tax, regulatory, or other reporting requirements are introduced between now and the end of our service
        period.

A full scope of services, including estimated hourly charges, is listed on the previous page.

ADDITIONAL SERVICES

Should you request services in addition to the Contracted Services, we will provide you with proposed fees for the
services to be provided. You may be required to sign a written or electronic confirmation of your request for additional
services prior to new service implementation.




                                                                                                                           267
268
               Appendix
            AGREEMENT FOR SERVICES AND
AGREEMENT FOR THE PROVISION OF PROFESSIONAL SERVICES




                                                       269
Agreement for Services
THIS AGREEMENT, is effective July 1, 2026, by and between City of Kenyon (hereinafter referred to as the “Client”), and
Abdo, LLP (hereinafter referred to as “Abdo” or the “Contractor”).

                                              Articles of Agreement & Recitals

WHEREAS, the Client is authorized and empowered to secure from time to time certain professional services through
contracts with qualified consultants; and

WHEREAS, the Contractor understands and agrees that:

The Contractor will act as an Independent Contractor in the performance of all duties under this Agreement. Accordingly,
the Contractor shall be responsible for payment of all taxes, including federal, state and local taxes and
professional/business license fees related to its own operations and arising out of the Contractor’s activities;

The Contractor shall have no authority to bind the Client for the performance of any services or to obligate the Client. The
Contractor is not an agent, servant, or employee of the Client and shall not make any such representations or hold itself
out as such;

The Contractor shall be the exclusive outsourced payroll service provider for the Client during the term of this Agreement;

The Contractor shall perform professional services in a competent and professional manner in accordance with the level
of professional care customarily observed by skilled professionals rendering similar services.

The Contractor may make recommendations and/or perform services on behalf of the Client but the Client is responsible
for all final management decisions and for setting and administering any organizational policies, procedures, or other
guidance that result in the services being performed. Further, with respect to the payroll services that are being provided,
the Client is responsible for all originating documents (i.e. salary or hourly wage amounts, hours worked, benefits,
premium pay policies, etc.) that affect payroll processing, and the Client will review and approve the payroll before or after
its processed. The Contractor will not hold or have access to any Client funds as part of the services being provided.

If applicable, the Client will approve all general ledger setup and mapping related to payroll journal entries provided or
initiated by the Contractor. The Contractor will be responsible for notifying the Contractor of any changes to the general
ledger or journal entry and all changes will be approved by the Client.

The Contractor shall not accrue any continuing contract rights for the services performed under this contract.

NOW THEREFORE, in consideration of the mutual covenants and promises contained herein, it is agreed as follow

                                                         ARTICLE I

INCORPORATION OF RECITAL

The recitals and agreement set forth above are hereby incorporated into this Agreement.

                                                         ARTICLE II

LIABILITY INSURANCE

Section 1 Liability Insurance: The Contractor shall obtain professional liability insurance, at its expense with liability
insurance coverage minimums in the amount of $2,000,000, which Contractor must secure and maintain during the term
of this Agreement. Contractor will provide the Client with proof of liability insurance coverage under this Agreement in
writing upon request by the Client.




                                                                                                                                 270
                                                         ARTICLE III

DURATION OF THE AGREEMENT

Section 1 Duration: This Agreement shall commence upon date of execution by all parties and shall remain in effect for
the duration of the consulting engagement, unless earlier terminated as provided in Subsections 2 or 3.

Section 2 Client’s Termination Rights: The Client may terminate this Agreement upon sixty (60) days written notice in the
event the Client determines in its sole discretion that it is not in the Client’s best interest to continue using Contractor’s
services. The Client may terminate upon ten (10) days written notice of the Contractor fails to perform its obligations
under this Agreement. If this Agreement is terminated before services are completed, Client agree to pay all undisputed
fees and expenses incurred by Contractor through the effective date of termination.

Section 3 Contractor’s Termination Rights: Contractor may suspend or terminate this Agreement upon thirty (30) days
written notice to the Client in the event the Client does not pay Contractor compensation as required under Article 5,
Section 9 within fifteen (15) days after invoice is received by the Client. In the event of non-payment within thirty (30) days,
Contractor shall give the Client an opportunity to cure the default by giving a notice of such non-payment and an
additional five (5) days after the Client’s receipt of the notice to remit such payment, prior to giving a notice of
termination.

In the event that work is discontinued, either temporarily or permanently, as a result of delinquent or non-payment,
Contractor shall not be liable for any loss you may incur as a result of the work stoppage, including penalties, interest,
fines or fees assessed against you. Contractor can also terminate the Agreement with one hundred twenty (120) days
written notice if the Contractor believes it is in its best interests to terminate the Agreement. We have the right to
withdraw from this engagement, at our discretion, if you do not provide us with any information we request in a timely
manner; refuse to cooperate with our reasonable requests or misrepresent any facts; we have reason to believe you may
have engaged, or may be planning to engage, in conduct that is unethical and/or unlawful; you engage in conduct directed
toward or affecting firm personnel that is disrespectful, inappropriate, and/or potentially unlawful; or we determine that
continuing the engagement is not in the best interests of the firm or threatens legal or reputational harm to the firm. In the
event of withdrawal under any of these circumstances, such withdrawal will release us from any obligation to complete
the services and will constitute completion of our engagement.

Section 4 Additional Services: Upon expiration or termination this Agreement, all rights granted to Client hereunder shall
terminate, and Contractor shall have the right to deny or block all access to the applicable software and to invalidate any
access codes, passwords, or other authentication method. Termination of this Agreement and/or any applicable agreed
upon services shall not relieve Client and Firm of its obligations to pay all amounts due under this Agreement.

                                                         ARTICLE IV
GENERAL

Section 1 Authorized Client Agent: The Client’s authorized agent for the purpose of administration of this Agreement is
the Client Operations and/or Payroll Manager. Said agent shall have final authority for approval and acceptance of the
Contractor’s services performed under this Agreement and shall further have responsibility for administration of the terms
and conditions of this Agreement. All notices under this Agreement shall be sent to the person and address indicated
below on the signature lines.

Section 2 Amendments: No amendments or variations of the terms and conditions of this Agreement shall be valid
unless in writing and signed by the parties.

Section 3 Assignability: The rights and obligations under this Agreement are not assignable or transferable by either
party.




                                                                                                                                 271
                                                 ARTICLE IV (CONTINUED)

GENERAL (CONTINUED)

Section 4 Data: Any data or materials, including, but not limited to, reports, studies, photographs, negatives, or any and
all other documents prepared by the Contractor or its outside consultants in the performance of the Contractor's
obligations under this Agreement shall be the exclusive property of the Client, and any such data and materials shall be
remitted to the Client by the Contractor upon completion, expiration, or termination of this Agreement. Further, any such
data and materials shall be treated and maintained by the Contractor and its outside consultants in accordance with
applicable federal, state and local laws. Further, Contractor will have access to data collected or maintained by the
Client to the extent necessary to perform Contractor's obligations under this Agreement. Contractor agrees to maintain
all data obtained from the Client in the same manner as the Client is required under the Minnesota Government Data
Practices Act, Minnesota Statutes Chapter 13 or other applicable law (hereinafter referred to as the "Act"). Contractor
will not release or disclose the contents of data classified as not public to any person except at the written direction of
the Client. Upon receipt of a request to obtain and/or review data as defined in the Act, Contractor will immediately
notify the Client. The Client shall provide written direction to Contractor regarding the request within a reasonable time,
not to exceed fifteen (15) days. The Client agrees to indemnify, hold harmless and defend Contractor from any and all
claims made by third parties arising from this engagement, regardless of the nature of the claim, and including the
negligence of any party, excepting claims found to have arisen from the gross negligence or intentional acts of our firm.
Subject to the aforementioned, Contractor agrees to defend and indemnify the Client from any claim, liability, damage
or loss incurred by the Client as a direct result of Contractor's failure to comply with the requirements of the Act as
finally determined by a trier of fact.

In connection with this engagement, we may communicate with you or others via email transmission. As emails can be
intercepted and read, disclosed, or otherwise used or communicated by an unintended third party, or may not be
delivered to each of the parties to whom they are directed and only to such parties, we cannot guarantee or warrant that
emails from us will be properly delivered and read only by the addressee. Therefore, we specifically disclaim and waive
any liability or responsibility whatsoever for interception or unintentional disclosure of emails transmitted by us in
connection with the performance of this engagement. In that regard, you agree that we shall have no liability for any
loss or damage to any person or entity resulting from the use of email transmissions.

Section 5 No Legal Advice: Client understands, acknowledges and agrees that the consulting services provided by
Contractor under this Agreement do not include or constitute legal advice and that Contractor is not undertaking to
provide Client legal advice in connection with the consulting engagement hereunder. Client further understands,
acknowledges and agrees that the subject matter of this engagement, including regulatory compliance, implicates
complex legal issues requiring assessment and advice from competent legal counsel. Client shall be responsible for
engaging and/or consulting with legal counsel of its choosing to assess and advise Client regarding the propriety and
legality of any recommendations, guidance or advice of Contractor arising from or relating to Contractor’s performance of
its services under this Agreement. Client agrees to indemnify, hold harmless and defend Contractor from and against any
liability, expense, cost, damages, claim and action, including attorneys’ fees and costs, arising from or relating to Client’s
payroll or other human resources policies and/or practices both prior to, during and following Contractor’s provision of
services under this Agreement, including, but not limited to, any claims by current or former employees of Client
challenging the propriety or legality of said practices.

Section 6 Data Accuracy and Prompt Delivery: Client understands, acknowledges and agrees that Contractor’s
performance of services under this Agreement is dependent on Client promptly providing Contractor with accurate data,
documents, and other information pertinent to the subject consulting engagement. Client shall provide Contractor access
to data, documents and other information requested by Contractor in accordance with the project schedule mutually
agreed to by Client and Contractor. Contractor also represents and warrants that said data, documents and information
shall be reliable and accurate to the best of Client’s knowledge and agrees that Contractor shall be entitled to rely on the
accuracy of the same in the performance of its services under this Agreement. Client agrees to indemnify, hold harmless
and defend Contractor from and against any liability, expense, cost, damages, claim and action, including attorneys’ fees
and costs, arising out of or relating to any errors, inaccuracies, or omissions in the data, documents and other information
provided by Client to Contractor pursuant to this Agreement. Further, in the event of any delay on the part of Client to
provide to Contractor required data, documents or other information or the identification of any errors, inaccuracies, or
omissions in the data, documents or other information provided by Client, Contractor shall be entitled to an equitable
adjustment of the schedule and compensation for the performance of its services resulting from said delay or need to
address any errors, inaccuracies, or omissions in the data, documents or other information provided by Client.


                                                                                                                                 272
                                                 ARTICLE IV (CONTINUED)

GENERAL (CONTINUED)

Section 7 Entire Agreement: This Agreement is the entire agreement between the Client and the Contractor and it
supersedes all prior written or oral agreements. There are no other covenants, promises, undertakings, or understandings
outside of this Agreement other than those specifically set forth. Any term, condition, prior course of dealing, course of
performance, usage of trade, understanding, or agreement purporting to modify, vary, supplement, or explain any
provision of this Agreement is null and void and of no effect unless in writing and signed by representatives of both
parties authorized to amend this Agreement.

Section 8 Severability: All terms and covenants contained in this Agreement are severable. In the event any provision of
this Agreement shall be held invalid by any court of competent jurisdiction, this Agreement shall be interpreted as if such
invalid terms or covenants were not contained herein and such holding shall not invalidate or render unenforceable any
other provision hereof.

Section 9 Contractor Fiscal Decision Waiver: Contractor is responsible for providing the Client with timely and accurate
payroll and human resource recommendations and information that allows the Client the ability to make final payroll and
human resource decisions. Contractor will provide final payroll and human resource recommendations, but Contractor is
not responsible for the final decisions made regarding payroll human resource matters and Client shall indemnify and
hold Contractor harmless from the same.

Client is responsible for performing the following in connection with our services.

    •   making all management decisions and performing all management functions;
    •   establishing and maintaining internal controls, including monitoring ongoing activities;
    •   designating an individual who possesses suitable skill, knowledge, and/or experience, preferably within senior
        management, to oversee our services;
    •   evaluating the adequacy and results of the services performed; and
    •   accepting responsibility for the results of the services.

Section 10 Compensation: The parties agree that the Contractor shall be paid compensation for the services provided
hereunder, based on the fees indicated in the proposed client investment schedule and under the attached scope of
services. Additional fees will not be incurred without prior approval of the Client.

Initial invoice for anticipated first month fees will be sent within 10 days of the execution of this agreement. Monthly
installment fees will be invoiced throughout the remainder of this contract. If the contract is for an hourly fee basis,
invoices will be sent monthly.

Section 11 Additional Services: Should the Client request additional services in addition to the Contracted Services, we
will communicate with you regarding the scope and estimated cost of these additional services. Engagements for
additional services may necessitate that we amend the Agreement or issue a separate agreement to reflect the
obligations of all parties. In the absence of any other written communications from us documenting additional services,
our services will be limited to and governed by the terms of this Agreement.

Section 12 Outside Contractors: It shall be the responsibility of Contractor to compensate any other outside consultants
retained or hired by Contractor to fulfill its obligations under this Agreement and shall be responsible for their work and
Contractor, by using outside contractors, shall not be relieved of its obligations under this Agreement.

Section 13 Equal Employment Opportunity: Abdo, LLP and its subsidiary companies are committed to providing equal
employment opportunities to all employees and applicants for employment without regard to any legally-recognized basis
“protected class” including but not limited to: veteran status, uniform service member status, race, color, religion, sex,
national origin, age, physical or mental disability, sexual orientation or marital preference, genetic information or any other
protected class under federal, state, or local law.




                                                                                                                                  273
                                                   ARTICLE IV (CONTINUED)

LIMITATION OF LIABILITY

Section 14 Disputes: If any dispute arises between Abdo and the Client under this Agreement, the dispute shall first be
submitted to mediation. The costs of mediation shall be shared equally by the parties. All disputes between Abdo and the
Client arising out of this Agreement which cannot be settled directly or through mediation shall be resolved through
binding arbitration in Mankato, Minnesota in accordance with the rules for resolution of commercial disputes then in
effect of the American Arbitration Association, and judgment upon the award may be entered in any court having
jurisdiction thereof. It is further agreed that the arbitrator may, in its sole discretion, award attorneys’ fees and costs to the
prevailing party.

Section 15 Limitation of Liability: Abdo’s entire liability, and the Client’s exclusive remedy, for Abdo’s performance or non-
performance under this Agreement shall be for Abdo to reimburse the Client the total charges for related services
provided during the previous twelve months. ABDO WILL NOT, UNDER ANY CIRCUMSTANCES, BE LIABLE FOR ANY
INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES OR FOR LOST PROFITS, SAVINGS OR REVENUES
WHICH THE CLIENT MAY INCUR AS A RESULT OF ABDO’S FAILURE TO PERFORM ANY TERM OR CONDITION OF THIS
AGREEMENT (EVEN IF IT HAS BEEN SPECIFICALLY ADVISED OF THE POSSIBILITY OF SUCH DAMAGES). The Client shall
indemnify Abdo against, and hold each of them harmless from, any and all liabilities, claims, costs, expenses and
damages of any nature (including reasonable attorney’s fees and costs) in any way arising out of or relating to disputes or
legal actions with Client’s employees or any third parties concerning the provision of the services under this
Agreement. The Client’s obligations under the preceding sentence shall survive termination of this
Agreement.




                                                                                                                                 274
Agreement for the Provision of Professional Services
WHEREFORE, this Agreement was entered into on the date set forth below and the undersigned, by execution hereof,
represent that they are authorized to enter into this Agreement on behalf of the respective parties and state that this
Agreement has been read by them and that the undersigned understand and fully agree to each, all and every provision
hereof, and hereby, acknowledge receipt of a copy hereof.

City of Kenyon
Kenyon, Minnesota


Name

        City Administrator
Title

        06/15/2026
Date


Abdo
100 Warren Street, Suite 600
Mankato, Minnesota 56001


Name


Title                   Partner


Date                    June 15, 2026




                                                                                                                          275
E-signature Request - 2026 Abdo Payroll Renewal Engagement Lett-
er
Final Audit Report                                                                          June 15, 2026


  Created:               June 15, 2026

  By:                    Abdo(tomi.cole@abdosolutions.com)

  Status:                ESigned

  Transaction ID:        8YCWVJ3XZ3HMJ7XWFM3FNCLH0H

  Documents:             2026 - City of Kenyon - HR & Payroll Renewal Engagement-

                         Letter.pdf




"E-signature Request - 2026 Abdo Payroll Renewal Engagement Let-
ter" History

  Document emailed to City of Kenyon(slehner@cityofkenyon.gov) for signature
   6/15/2026 15:10:15 PM Central Daylight Time

  Document viewed by City of Kenyon(slehner@cityofkenyon.gov)
   6/15/2026 16:05:41 PM Central Daylight Time - IP address: 64.237.22.26

  Document e-signed by City of Kenyon(slehner@cityofkenyon.gov)
   Signature Date: 6/15/2026 16:08:00 PM Central Daylight Time - IP address: 64.237.22.26

  Document Signed
   6/15/2026 16:08:00 PM Central Daylight Time




                                                                                                            276
   PROPOSAL FOR SERVICES


City of Kenyon
      709 2nd Street, Kenyon, Minnesota 55946



                Proposed by
               Leah Davis, CPA

              Partner | Abdo

leah.davis@abdosolutions.com | P 507.524.2347




              Not yet submitted




                                                277
  At Abdo, we believe that trust is a vital component in the success of our partnership. That trust requires an
  understanding of your needs and confidence in the expertise of your engagement team. That’s why we’ve curated a
  team with relevant experience and first-hand knowledge of the challenges you face. Many of our advisors have
  worked in human resources for decades, cultivating the same experiences you currently face. This depth of
  understanding can lead to a comprehensive view of your challenges and a quicker road to results.



  EXPERTISE FOR YOUR CHALLENGES

  Your organization faces distinct challenges that demand
  a strong understanding of industry dynamics and
  operational realities.
  Our team brings hands-on experience working with a
  variety of companies, and many members have
  backgrounds in corporate operations and human
  resources, giving them a practical, insider perspective on
  the challenges you navigate every day.




                                   Meet
                                   Brenna
                                   Brenna Ramy, PHR, SHRM-CP
                                   Senior Manager
                                                               The Abdo Difference
                                                               At Abdo, we believe in the importance of relationships.
  Brenna joined the Firm in 2019 and is a Senior
                                                               This core value is the foundation of our approach to
  Manager. She has experience in organization
                                                               delivering the best experience and outcomes for our
  development and working with leaders to determine the
                                                               clients. It’s inherent in our people and the way we work.
  most effective employment model to meet business
  needs and strategic direction. She has over 20 years of      We know that for our clients to be successful, it takes
  Human Resources experience in the industries of              more than having experience and credentials – we take
  hospitality, retail, multifamily housing, and consulting.    the time to listen to their unique motivations, goals, and
  She has worked in a variety of organizations in size         challenges. We truly care about their journey and where
  ranging from less than 20 to over 300,000 employees.         their path leads.
   Brenna believes in finding practical solutions to HR
  needs and determining where the best place to spend                    LEARN MORE ON OUR WEBSITE
  time is. Brenna brings energy to every meeting, training
  and event she participates in. She is most at home
  connecting with owners, leaders, employers, civil
  servants and volunteers in meaningful ways that help
  them achieve whatever success they're looking for.




1 | PROPOSAL FOR SERVICES


                                                                                                                            278
 Your Team
 Based on our ability to provide the requested services, our shared core values, and an understanding of your unique
 needs, we firmly believe we would be a great partner for City of Kenyon. We have the resources, knowledge, people and
 services to light the path forward for your organization.
 We have assembled a team with relevant experience who are committed to working with you to ensure success. Each
 team member is briefly profiled below.




                          LEAH DAVIS, CPA                                                  BRENNA RAMY, PHR, SHRM-CP

                          Partner
                          leah.davis@abdosolutions.com                                      Senior Manager
                          P 507.524.2347                                                    brenna.ramy@abdosolutions.com
                                                                                            P 952.449.6216




                          ABBY POLZINE
                                                                                             BETHANY WESTERBERG
                           Senior Associate                                                  Senior Associate
                           abby.polzine@abdosolutions.com                                    bethany.westerberg@abdosolutions.com
                           P 507.304.6848                                                    P 952.979.1149




2 | PROPOSAL FOR SERVICES


                                                                                                                            2 279
  Value
  SERVICE & PRICE GUARANTEE

  Our work is guaranteed to the complete satisfaction of the client. Upon payment of your invoices, we will judge
  you have been satisfied, however, we welcome further conversation if, in any way, you feel your expectations are
  not being met.
  Please understand, however, that the price we have quoted considers and relies upon the following:
      • The information you agree to provide is on time and complete to the degree indicated in our agreement.
      • Your key management, finance, or human resources team members don’t change during our service
        period.
      • No undisclosed or newly arising complexities, claims, or significant transactions, occur that impact our
        service period. This includes emergence of yet unspecified revisions to any prior period work that would
        need to occur before we can perform our agreed services.
      • No new tax, regulatory, or other reporting requirements are introduced between now and the end of our
        service period.
  A full scope of services, including estimated hourly charges, is listed on the following pages.
  ADDITIONAL SERVICES

  Should you request services in addition to the Contracted Services, we will provide you with proposed fees for
  the services to be provided. You shall be required to sign a written or electronic confirmation of your request for
  additional services prior to implementation.
  HOURLY BILLING RATES

  In the event of additional services, these will be billed at our standard hourly billing rate ranging from $200 to
  $535. Bill rates are subject to change on September 1st each year. We will discuss with you prior to providing
  additional services and discuss bill rates at that time.


  .




3 | PROPOSAL FOR SERVICES


                                                                                                                        280
                                                 CORE COMPLIANCE PACKAGE



 FLEX HR Hours - Use in your way, on your time    Included, up to 60 hours per year.

                                                   Additional support billed hourly.




 Annual Compliance Updates                                     Included


 Monthly meeting with City Staff                 HR Compliance assessment included


 Monthly HR Notifications                                      Included


 Annual On site visit                                          Included




 Proposed Monthly Subscription Fee                              $2,500




4 | PROPOSAL FOR SERVICES


                                                                                       281
                            Appendix A
                             AGREEMENT FOR SERVICES




5 | PROPOSAL FOR SERVICES


                                                      282
  Agreement for Services
   THIS AGREEMENT, is made and entered into on Not yet submitted, by and between the City of Kenyon, Minnesota
   (hereinafter referred to as the “Client”), and Abdo LLP (hereinafter referred to as “Abdo” or the “Contractor”).


                                             Articles of Agreement & Recitals
   WHEREAS, the Client is authorized and empowered to secure from time to time certain professional services
   through contracts with qualified consultants; and
   WHEREAS, the Contractor understands and agrees that:
   The Contractor will act as an Independent Contractor in the performance of all duties under this Agreement.
   Accordingly, the Contractor shall be responsible for payment of all taxes, including federal, state and local taxes and
   professional/business license fees related to its own operations and arising out of the Contractor’s activities;
   The Contractor shall have no authority to bind the Client for the performance of any services or to obligate the
   Client. The Contractor is not an agent, servant, or employee of the Client and shall not make any such
   representations or hold itself out as such;
   The Contractor shall perform all professional services in a competent and professional manner, acting in the best
   interests of the Client at all times.
   The Contractor may make recommendations and/or perform services on behalf of the Client but the Client is
   responsible for all final management decisions and for setting and administering any organizational policies,
   procedures, or other guidance that result in the services being performed. Further, with respect to the payroll
   services that are being provided, the Client is responsible for all originating documents (i.e. salary or hourly wage
   amounts, hours worked, benefits, premium pay policies, etc.) that affect payroll processing, and the Client will
   review and approve the payroll before or after its processed. The Contractor will not hold or have access to any
   Client funds as part of the services being provided.
   The Contractor shall not accrue any continuing contract rights for the services performed under this contract.
   NOW THEREFORE, in consideration of the mutual covenants and promises contained herein, it is agreed as follows:


                                                           ARTICLE I
   INCORPORATION OF RECITALS
   The recitals and agreement set forth above are hereby incorporated into this Agreement.


                                                          ARTICLE II
   LIABILITY INSURANCE
   Section 1 Liability Insurance: The Contractor shall obtain professional liability insurance, at its expense with liability
   insurance coverage minimums in the amount of $2,000,000, which Contractor must secure and maintain during the
   term of this Agreement. Contractor will provide the Client with proof of liability insurance coverage under this
   Agreement in writing upon request by the Client.




6 | PROPOSAL FOR SERVICES


                                                                                                                                283
                                                                                 Agreement for Services Continued




                                                        ARTICLE III
 DURATION OF THE AGREEMENT
 Section 1 Duration: This Agreement shall commence upon date of execution by all parties and shall remain in effect
 for the duration of the consulting engagement, unless earlier terminated as provided in Subsections 2 or 3.
 Section 2 Client’s Termination Rights: Client may terminate this Agreement for its convenience by providing written
 notice of termination to Contractor. Upon any termination by Client for convenience, Client shall be obligated to pay
 for all services provided by Contractor through the date of termination set forth in the written notice. In addition,
 Client may terminate this Agreement for Contractor’s failure to perform its services in accordance with the terms of
 this Agreement (termination for “cause”) by providing Contractor written notice of intent to terminate that sets forth in
 detail the reasons for cause to terminate, which written notice shall afford Contractor a reasonable period of time of
 not less than ten (10) business days to cure the stated grounds for termination to the reasonable satisfaction of
 Client. In the event of Client’s termination of the Agreement for cause, Client shall be obligated to pay for all services
 provided by Contractor through the date of termination.
 Section 3 Contractor’s Termination Rights: Contractor may terminate this Agreement upon thirty (30) days written
 notice to the Client in the event the Client does not pay Contractor compensation as required under Article 5, Section
 10 within fifteen (15) days after invoice is received by the Client. In the event of non-payment within thirty (30) days,
 Contractor shall give the Client an opportunity to cure the default by giving a notice of such non-payment and an
 additional five (5) days after the Client’s receipt of the notice to remit such payment, prior to giving a notice of
 termination. Contractor can also terminate the Agreement with sixty (60) days written notice.


                                                        ARTICLE IV
 GENERAL
 Section 1 Authorized Client Agent: The Client’s authorized agent for the purpose of administration of this Agreement
 is the Client Operations Manager. Said agent shall have final authority for approval and acceptance of the Contractor’s
 services performed under this Agreement and shall further have responsibility for administration of the terms and
 conditions of this Agreement. All notices under this Agreement shall be sent to the person and address indicated
 below on the signature lines.
 Section 2 Amendments: No amendments or variations of the terms and conditions of this Agreement shall be valid
 unless in writing and signed by the parties.
 Section 3 Assignability: The Contractor’s rights and obligations under this Agreement are not assignable or
 transferable, but the Client’s rights and obligations may be assigned to any successor entity upon ten (10) days notice.




7 | PROPOSAL FOR SERVICES


                                                                                                                              284
                                                                                     Agreement for Services Continued



                                                   ARTICLE IV (CONTINUED)


  GENERAL (CONTINUED)
  Section 4 Data: Any data or materials, including, but not limited to, reports, studies, photographs, negatives, or any and all
  other documents prepared by the Contractor or its outside consultants in the performance of the Contractor's obligations
  under this Agreement shall be the exclusive property of the Client, and any such data and materials shall be remitted to
  the Client by the Contractor upon completion, expiration, or termination of this Agreement. Further, any such data and
  materials shall be treated and maintained by the Contractor and its outside consultants in accordance with applicable
  federal, state and local laws. Further, Contractor will have access to data collected or maintained by the Client to the
  extent necessary to perform Contractor's obligations under this Agreement. Contractor agrees to maintain all data
  obtained from the Client in the same manner as the Client is required under the Minnesota Government Data Practices
  Act, Minnesota Statutes Chapter 13 or other applicable law (hereinafter referred to as the "Act"). Contractor will not
  release or disclose the contents of data classified as not public to any person except at the written direction of the Client.
  Upon receipt of a request to obtain and/or review data as defined in the Act, Contractor will immediately notify the Client.
  The Client shall provide written direction to Contractor regarding the request within a reasonable time, not to exceed
  fifteen (15) days. The Client agrees to indemnify, hold harmless and defend Contractor for any liability, expense, cost,
  damages, claim, and action, including attorneys' fees, arising out of or related to Contractor's complying with the Client's
  direction. Subject to the aforementioned, Contractor agrees to defend and indemnify the Client from any claim, liability,
  damage or loss asserted against the Client as a result of Contractor's failure to comply with the requirements of the Act.
  Upon termination and/or completion of this Agreement, Contractor agrees to return all data to the Client, as requested by
  the Client.
  Section 5 Data Accuracy and Prompt Delivery: Client understands, acknowledges and agrees that Contractor’s
  performance of services under this Agreement is dependent on Client promptly providing Contractor with accurate data,
  documents, and other information pertinent to the subject consulting engagement. Client shall provide Contractor access
  to data, documents and other information requested by Contractor in accordance with the project schedule mutually
  agreed to by Client and Contractor. Contractor also represents and warrants that said data, documents and information
  shall be reliable and accurate to the best of Client’s knowledge and agrees that Contractor shall be entitled to rely on the
  accuracy of the same in the performance of its services under this Agreement. Client agrees to indemnify, hold harmless
  and defend Contractor from and against any liability, expense, cost, damages, claim and action, including attorneys’ fees
  and costs, arising out of or relating to any errors, inaccuracies, or omissions in the data, documents and other information
  provided by Client to Contractor pursuant to this Agreement. Further, in the event of any delay on the part of Client to
  provide to Contractor required data, documents or other information or the identification of any errors, inaccuracies, or
  omissions in the data, documents or other information provided by Client, Contractor shall be entitled to an equitable
  adjustment of the schedule and compensation for the performance of its services resulting from said delay or need to
  address any errors, inaccuracies, or omissions in the data, documents or other information provided by Client.
  Section 6 No Legal Advice: Client understands, acknowledges and agrees that the consulting services provided by
  Contractor under this Agreement do not include or constitute legal advice and that Contractor is not undertaking to
  provide Client legal advice in connection with the consulting engagement hereunder. Client further understands,
  acknowledges and agrees that the subject matter of this engagement, including regulatory compliance, implicates
  complex legal issues requiring assessment and advice from competent legal counsel. Client shall be responsible for
  engaging and/or consulting with legal counsel of its choosing to assess and advise Client regarding the propriety and
  legality of any recommendations, guidance or advice of Contractor arising from or relating to Contractor’s performance of
  its services under this Agreement. Client agrees to indemnify, hold harmless and defend Contractor from and against any
  liability, expense, cost, damages, claim and action, including attorneys’ fees and costs, arising from or relating to Client’s
  payroll or other human resources policies and/or practices both prior to, during and following Contractor’s provision of
  services under this Agreement, including, but not limited to, any claims by current or former employees of Client
8 | PROPOSAL FOR SERVICES
  challenging the propriety or legality of said practices.

                                                                                                                                   285
                                                                                        Agreement for Services Continued




                                                  ARTICLE IV (CONTINUED)
  GENERAL (CONTINUED)
  Section 7 Entire Agreement: This Agreement is the entire agreement between the Client and the Contractor and it
  supersedes all prior written or oral agreements. There are no other covenants, promises, undertakings, or
  understandings outside of this Agreement other than those specifically set forth. Any term, condition, prior course of
  dealing, course of performance, usage of trade, understanding, or agreement purporting to modify, vary, supplement, or
  explain any provision of this Agreement is null and void and of no effect unless in writing and signed by representatives
  of both parties authorized to amend this Agreement.
  Section 8 Severability: All terms and covenants contained in this Agreement are severable. In the event any provision of
  this Agreement shall be held invalid by any court of competent jurisdiction, this Agreement shall be interpreted as if
  such invalid terms or covenants were not contained herein and such holding shall not invalidate or render unenforceable
  any other provision hereof.
  Section 9 Contractor Fiscal Decision Waiver: Contractor is responsible for providing the Client with timely and accurate
  human resource recommendations and information that allows the Client the ability to make final human resource
  decisions. Contractor will provide final human resource recommendations, but Contractor is not responsible for the final
  decisions made regarding human resource matters and Client shall indemnify and hold Contractor harmless from the
  same.
  Section 10 Compensation: The parties agree that the Contractor shall be paid compensation for the services provided
  hereunder, based on the fees indicated in the proposed client investment schedule and under the attached scope of
  services. Additional fees will not be incurred without prior approval of the Client.
  Initial invoice for anticipated first month fees will be sent within 10 days of the execution of this Agreement. Monthly
  installment fees will be invoiced throughout the remainder of this Agreement. If the Agreement is for an hourly fee basis,
  invoices will be sent monthly.
  Section 11 Additional Services: Should the Client request additional services in addition to the Contracted Services, the
  Contractor will provide the Client with proposed fees for the additional services to be provided. The Client shall provide a
  written or electronic confirmation prior to the proposed services implementation.
  Section 12 Outside Contractors: It shall be the responsibility of Contractor to compensate any other outside
  consultants retained or hired by Contractor to fulfill its obligations under this Agreement and shall be responsible for
  their work and Contractor, by using outside contractors, shall not be relieved of its obligations under this Agreement.
  Section 13 Equal Employment Opportunity: Abdo, LLP and its subsidiary companies are committed to providing equal
  employment opportunities to all employees and applicants for employment without regard to any legally-recognized
  basis “protected class” including but not limited to: veteran status, uniform service member status, race, color, religion,
  sex, national origin, age, physical or mental disability, sexual orientation or marital preference, genetic information or
  any other protected class under federal, state, or local law.




9 | PROPOSAL FOR SERVICES


                                                                                                                                 286
                                                                                            Agreement for Services Continued



                                                     ARTICLE IV (CONTINUED)
    LIMITATION OF LIABILITY
    Section 14 Disputes: If any dispute arises between Abdo and the Client under this Agreement, the dispute shall first be
    submitted to mediation. The costs of mediation shall be shared equally by the parties. All disputes between Abdo and
    the Client arising out of this Agreement which cannot be settled directly or through mediation shall be resolved through
    binding arbitration in Mankato, Minnesota in accordance with the rules for resolution of commercial disputes then in
    effect of the American Arbitration Association, and judgment upon the award may be entered in any court having
    jurisdiction thereof. It is further agreed that the arbitrator may, in its sole discretion, award attorneys’ fees and costs to
    the prevailing party.
    Section 15 Limitation of Liability: Abdo’s entire liability, and the Client’s exclusive remedy, for Abdo’s performance or
    non-performance under this Agreement shall be for Abdo to reimburse the Client the total charges for related services
    provided during the previous twelve months. ABDO WILL NOT, UNDER ANY CIRCUMSTANCES, BE LIABLE FOR ANY
    INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES OR FOR LOST PROFITS, SAVINGS OR REVENUES
    WHICH THE CLIENT MAY INCUR AS A RESULT OF ABDO’S FAILURE TO PERFORM ANY TERM OR CONDITION OF THIS
    AGREEMENT (EVEN IF IT HAS BEEN SPECIFICALLY ADVISED OF THE POSSIBILITY OF SUCH DAMAGES). The Client
    shall indemnify Abdo against, and hold each of them harmless from, any and all liabilities, claims, costs, expenses and
     damages of any nature (including reasonable attorney’s fees and costs) in any way arising out of or relating to
    disputes or legal actions with Client’s employees or any third parties concerning the provision of the services under this
    Agreement. The Client’s obligations under the preceding sentence shall survive termination of this Agreement.




10 | P R O P O S A L F O R S E R V I C E S


                                                                                                                                     287
                                             Appendix B
                                             AGREEMENT FOR THE PROVISION OF
                                                 PROFESSIONAL SERVICES




11 | P R O P O S A L F O R S E R V I C E S


                                                                              288
    Agreement for the Provision
    of Professional Services
    WHEREFORE, this Agreement was entered into on the date set forth below and the undersigned, by execution hereof,
    represent that they are authorized to enter into this Agreement on behalf of the respective parties and state that this
    Agreement has been read by them and that the undersigned understand and fully agree to each, all and every provision
    hereof, and hereby, acknowledge receipt of a copy hereof.



    City of Kenyon
    709 2nd Street
    Kenyon, Minnesota 55946



    SIGNATURE
     Scott Lehner




    Abdo, LLP
    100 Warren Street, Suite 600
    Mankato, Minnesota 56001




    Leah Davis, CPA                                    Brenna Ramy, PHR, SHRM-CP
    Partner | Abdo                                     Senior Manager | Abdo
    Not yet submitted




12 | P R O P O S A L F O R S E R V I C E S


                                                                                                                              289
 Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                           September 8, 2026

SUBMITTED BY:                   Holli Gudknecht, Administration

ITEM TYPE:                      New Business

AGENDA SECTION:                 NEW BUSINESS

SUBJECT:                        Creative Planning Audit Presentation

SUGGESTED ACTION:               Andy Grice, from Creative Planning, will explain the pension liability
                                questions from the 2025 audit.

ATTACHMENTS:
City of Kenyon Pension Presentation.pptx




                                                                                                         290
City of Kenyon, MN
     Pension Presentation




                            291
GASB 68

GASB 68 is an accounting rule for state and local
governments that makes pension obligations more
transparent. Its main purpose is to show the true cost of
pension promises made to employees and show any
unfunded portion of the obligation as a long-term
liability.
Accounting Adjustments do not impact cash balances –
rather accounts for the long-term liability associated
with pensions with the offset to pension expense.



                                                            292
GASB 68

Net Pension Liability in the City’s financial statements is
the proportionate share of the state-wide Net pension
liability.
Each opinion unit (fund) that reports on a full accrual
basis of accounting reports it’s proportionate share of
that liability
The adjustment to this liability is offset against the
various pension reporting elements (net pension liability,
deferred outflows of resources, deferred inflows of
resources, and pension expense).


                                                              293
294
295
GASB 68 – 2025 Allocation




  2025 Allocation
  2024 Allocation




                            296
GASB 68 – 2025 Allocation




                            297
GASB 68 – 2025 Allocation




                            298
299
300
301
Financial Health




                   302
Compliance Considerations




                            303
Questions?




             304
Andrew Grice
AUDIT SHAREHOLDER
952-563-6862
A N D Y. G R I C E @ C R E A T I V E P L A N N I N G . C O M




                                                               305
Thank You




            306
This commentary is provided for general information purposes only, should not be construed as investment, tax or legal advice, and does not constitute an
attorney/client relationship. Past performance of any market results is no assurance of future performance. The information contained herein has been obtained
from sources deemed reliable but is not guaranteed.




                                                                                                                                                                 307
Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                September 8, 2026

SUBMITTED BY:        Holli Gudknecht, Administration

ITEM TYPE:           Miscellaneous

AGENDA SECTION:      F.Y.I. - Department Updates

SUBJECT:             FYI 9-8-26

SUGGESTED ACTION:

ATTACHMENTS:
9-8-26 FYI.pdf




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