Packet text, August 6, 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
                              August 6, 2026
                                7:00 PM
I.     CALL TO ORDER AND ROLL CALL

II.    CITIZEN COMMENTS

III.   ADOPT AGENDA

       IIIA.   Adopt the Agenda for 8-6-26
               Summary Report
               8-6-26 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.

       IVA.    Consent Agenda
               1. Approve Rose Fest Events
                      Street Dance Permit – Municipal Liquor Store
                      Parade Route
                      Street Closures
                      Car Show (Informational)
               2. City Council Meeting Minutes of July 14, 2026
               3. Payment of Checks

               Summary Report
               2026 ROSEFEST PARADE ROUTE.pdf
               Liquor Store Rose Fest Street Dance.doc
               STREET CLOSURES.docx
               car show 2026.pdf

V.     APPROVAL OF MINUTES and APPOINTMENTS

       VA.     Approval of City Council Meeting Minutes of July 14, 2026
               Summary Report
               7-14-26 Minutes.doc

VI.    PRESENTATIONS/PUBLIC HEARINGS
       RECOGNITIONS/PROCLAMATIONS

VII.   ADMINISTRATOR UPDATE

       ADMINISTRATOR UPDATE:
         1. Police Department Staffing UpdaTe
         2. KMU Staffing/John Lee Update


                                                                                                          1
          3. Administrative Assistant-Rachel Goven Update
          4. Rose Fest Update

        Summary Report

VIII.   ENGINEERING

        VIIA.
                2025 Street & Utility Project – Pay Application 8


                Summary Report
                134934 Pay Application No. 8.pdf

        VIIB.
                Kenyon Crossings Development Applications


                Summary Report
                Prelim Plat_Variance Staff Reports and Draft Resolutions.pdf
                2026-07-10 Kenyon Crossings - Application Materials-Plans.pdf

IX.     LEGAL

        VIIIA. Lot Split: Gerald Bartel
                         1. Resolution 2026-29: Approving Minor Subdivision - Lot Split Application
                            –PID 66.540.1200 Gerald Bartel

                Summary Report
                Lot Split -Bartel.pdf
                Resolution 2026-29-Lot Split Gerald Bartel.docx

        VIIIB. Lot Combination: Chad Bauer
                 1. Resolution 2026-30: Approving Lot Combination Chad Bauer

                Summary Report
                Lot Combination Bauer.pdf
                Resolution 2026-30 Approving_Lot_Combination_(Bauer).doc

X.      FINANCIAL

        IXA.    July 2026 Financial Reports and Payment of Claims
                Summary Report
                8-6-26 REVENUE.pdf
                8-6-26 EXPENSES.pdf
                8-6-26 CHECKS.pdf

XI.     OLD BUSINESS

        XA.     2027 Budget Update
                Summary Report



                                                                                                      2
               Kenyon, City of - Budget Memo 8.3.26.pdf

XII.    NEW BUSINESS

        XIA.   2026 2nd Quarter Report - Abdo
               Summary Report
               Kenyon, City of - 2026 2QTR Report - 8.3.26.pdf

XIII.   F.Y.I. - Department Updates

        XIIA. FYI 8-6-26
              Summary Report
              8-6-26 FYI.pdf

XIV.    COUNCIL AND STAFF GENERAL COMMENTS

XV.     ADJOURNMENT




                                                                 3
                                                                AGENDA ITEM NO. IIIA.


 Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                         August 6, 2026

SUBMITTED BY:                 Holli Gudknecht, Administration

ITEM TYPE:                    Agenda

AGENDA SECTION:               ADOPT AGENDA

SUBJECT:                      Adopt the Agenda for 8-6-26

SUGGESTED ACTION:             MOTION NEEDED

ATTACHMENTS:
8-6-26 Agenda Council Meeting.docx




                                                                                        4
                                          AGENDA
                                  CITY COUNCIL MEETING
                                        August 6, 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. Approve Rose Fest Events
                         1. Street Dance Permit – Municipal Liquor Store
                         2. Parade Route
                         3. Street Closures
                         4. Car Show (Informational)

              V. **APPROVAL OF MINUTES and APPOINTMENTS
                   A. City Council Meeting Minutes of July 14, 2026

              VI.    PRESENTATIONS/PUBLIC HEARINGS RECOGNITIONS/PROCLAMATIONS

              VII.   ADMINISTRATOR UPDATE
                     A. Police Department Staffing Updae
                     B. KMU Staffing/John Lee Update
                     C. Administrative Assistant-Rachel Goven Update
                     D. Rose Fest Update

              VIII. ENGINEERING
                    A. 2025 Street & Utility Project
                       1. 2025 Street and Utility Improvements - Pay Application #8
                    B. Kenyon Crossings Development Applications
                       1. Preliminary Plat Variance Staff Reports and Draft Resolutions
                       2. Kenyon Crossings – Application Materials-Plans

              IX.    LEGAL
                     A. Lot Split: Gerald Bartel
                        1. Resolution 2026-29: Approving Minor Subdivision - Lot Split Application –PID
                           66.540.1200 Gerald Bartel
                     B. Lot Combination: Chad Bauer
                        1. Resolution 2026-30: Approving Lot Combination Chad Bauer



                                                                                                                    5
X.       FINANCIAL
       **A. July 2026 Treasurer’s Report
       **B. Payment of Claims

XI.      OLD BUSINESS
         A. 2027 Budget Update

XII.     NEW BUSINESS
         E. 2026 2nd Quarter Report - Abdo

XIII. OTHER BUSINESS
      A. Schedule of Upcoming Meetings
         1. KMU Meeting: Tuesday, August 18th @ 3:00 p.m.
         2. EDA Meeting: Tuesday, August 25th @ 8 a.m.
         3. City Council Meeting: Tuesday, September 8th @ 7 p.m.

XIV. COUNCIL AND STAFF GENERAL COMMENTS

XV.      ADJOURNMENT




                                                                    6
                                                                     AGENDA ITEM NO. IVA.


 Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                           August 6, 2026

SUBMITTED BY:                   Holli Gudknecht, Administration

ITEM TYPE:                      Consent Agenda

AGENDA SECTION:                 CONSENT AGENDA

SUBJECT:                        Consent Agenda
                                1. Approve Rose Fest Events
                                       Street Dance Permit – Municipal Liquor Store
                                       Parade Route
                                       Street Closures
                                       Car Show (Informational)
                                2. City Council Meeting Minutes of July 14, 2026
                                3. Payment of Checks

SUGGESTED ACTION:               MOTION NEEDED

ATTACHMENTS:
2026 ROSEFEST PARADE ROUTE.pdf
Liquor Store Rose Fest Street Dance.doc
STREET CLOSURES.docx
car show 2026.pdf




                                                                                            7
                                                   PARADE ROUTE FOR ROSE FEST AUGUST 18, 2024
                                                                       ALTERNATE #1 PARADE




                                                                                                                                                                        LANGFORD AVE.
                                                                                                                                                                        END OF PARADE

                          NO
                          PARKING
                          (EAST SIDE)

                                                                   NO PARKING (NORTH SIDE)




                                                                                                                   NO PARKING
                                                                                                                   (EAST SIDE)




                                                                                                                                      PARADE ROUTE (RED ARROWS):
                                                                                               NO PARKING
                                                                                                                                      LINE UP AREA ALONG 6TH ST. AND
                                                                                             START OF PARADE
                                                                                                                                      SPRING ST. PARADE BEGINS AT
           K-W MIDDLE / HIGH SCHOOL
                                                                                                                                      5TH ST. AND SPRING ST.
           400 6TH ST.
                                                                                                                                        *5TH ST. EAST TO FOREST ST.
           PARKING LOT
                                                                                                                                        *TURN NORTH (L) ON FOREST ST.
                                                                                                                                      TO 3RD ST.
             PARADE REGISTRATION AND LINE UP AREA                                                                                       *TURN WEST (L) ON 3RD ST. TO
                                                                                                                                      STATE ST.
                                                                                                                                        *TURN NORTH (R) ON STATE ST.
                                                                                                                                      TO 2ND ST. (GUNDERSON BLVD.)
                                                                                                                                        *TURN EAST (R) ON 2ND ST. TO
                                                                                                                                      LANGFORD AVE. (END OF PARADE)


      This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal
offices and other sources regarding the area shown, and is to be used for reference purposes only. Created From Kenyon Online Mapping Site. Sources: Goodhue County, MN; City of Kenyon, MN. Map Created:
                                                                                                       7/9/2013
                                                                                                                                                                                                                     8
LICENSE NO. 2026-02                                                            License Fee: waived




                                         Dance Permit
                                       STATE OF MINNESOTA

                                         CITY OF KENYON
                                        GOODHUE COUNTY

    Whereas Matt Bartel of the Kenyon Municipal Liquor Store has
  complied with all the requirements of said Ordinances necessary for obtaining
                                   this License:
 Now, Theref ore By order of the Kenyon City Council, and by virtue hereof,
said Kenyon Municipal Liquor Store is hereby licensed and authorized to

have a dance at the following location: the lot east of the Kenyon Municipal
Liquor Store and on Red Wing Avenue between 2nd and 3rd Streets, from 7:30
p.m. on Saturday, August 12, 2026, and ending at 1:00 a.m. on Sunday,
August 23, 2026, subject to the following conditions:
 That said applicant secure and cause to be present during the entire event for which
    this permit is issued, an officer of the law to be designated by Kenyon Police
    Department whose duty it shall be to enforce the conditions hereof and the laws of the
    State of Minnesota relating to the holding and conduct of public dances.
         Given under my hand and the corporate seal of the City of Kenyon
                             This 6th day of AUGUST, 2026.



Attest: _____________________________________________________________Administrator
                           Scott Lehner



                                                 ___________________________________Acting Mayor
                                                                Mary Bailey




                                                                                                     9
  CITY OF KENYON
  709 2nd Street Kenyon, MN 55946 507.789.6415 info@cityofkenyon.com   www.cityofkenyon.com




MEMORANDUM
August 6, 2026

 To:   Mayor and City Council
Re:     Rose Fest Street Closures


REQUESTED STREET CLOSINGS:

Gopher State Garden Tractor Pullers
Langford St. from 2nd St. to Pine St.
          Closure Thursday, Aug. 20 from 5:30 pm to 9:00 pm

Kenyon Muni/Fire Dept. – for Street Dances, Food Vendors, FD Pancake
Breakfast, etc.
Red Wing Ave. from 2nd St. to the south side of the alley between 2nd St. and 3rd St.
Alley between Red Wing Ave. and Forest St. – behind Muni and VFW
           Closure Friday, August 21 at 6:00 am to Sunday, August 23 at 9:00 am

Family Fun Day at Depot Park
Part of Depot/Swimming Pool Parking Lot and 1st St. between the Park and Car Wash
           Closure on Saturday, August 22

Car Show
Forest St. from the south side of the alley between 2nd and 3rd St. to 5th St. and 3rd St.
from Spring St. to the alley by First Lutheran
            Closure Saturday, August 22 from 7:00 am to 3:00 pm

Vendor & Craft Market
Forest St. from 2nd St. to 1st St.
            Closure Saturday, August 22 from 7:00 am to 4:00 pm




                                                                                              10
11
                                                           AGENDA ITEM NO. VA.


 Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                 August 6, 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 July 14, 2026

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

ATTACHMENTS:
7-14-26 Minutes.doc




                                                                                  12
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 14th day of July 2026. The meeting was called to order by Mayor Kirchmann.
The following members were present: Mayor Don Kirchmann, Council Members Lee Sjolander, Mary
Bailey, Deanna Gard
Absent: Kim Helgeson
Also, present: City Administrator Scott Lehner, Engineer Derek Olinger, Administrative Assistant Holli
Gudknecht, Heather Dewitz, Police Chief Sjoblom, Stephanie Brezina, Chad Caron, Billy Dyrdahl, Pete
Wagner, Dan Wagner
Via Zoom: Jessi Sturtz, Kristi Trisko

The meeting opened with the Pledge of Allegiance.

CITIZEN COMMENT
Pete Wagner from the Kenyon Market stated that the grocery store has started to take a downward turn and it
has gotten difficult to stay in business in town. Part of this is due to new competition in town. Dan Wagner,
Kenyon Market owner, added that as far as continuing the store, it is looking to close or sell to an intown
resident. There are approximately twenty employees that have been notified of the situation. The Wagners
asked if there was anything the council could do to help, like a coalition or a cooperative.

ADOPT AGENDA
Motion by Bailey seconded by Gard to approve the agenda. Motion carried 4-0-0.

CONSENT AGENDA
Councilmember Gard requested that Item IV/A/ Approval of the Liquor at Depot Park be removed from the
Consent Agenda and added to XII/New Business/F.
Motion by Gard seconded by Bailey to approve the following Consent Agenda items, excluding the approval
of the liquor license at the Depot Park:
         Approve Request for Liquor at Depot Park – Brandi Kyllo, July 25, 2026
         Adopted Resolution 2026-21 Adoption of Election Judges for 2026
         Approved payment of check numbers 78317 through 78422; 7448E through 7509E.
         City Council Meeting Minutes of June 9, 2026
         City Council Special Meeting Minutes of June 30, 2026
Motion carried 4-0-0.

PRESENTATIONS/PUBLIC HEARINGS/RECOGNITIONS/PROLAMATIONS
Motion by Sjolander seconded by Kirchmann to open the Public Hearing at 7:16 pm.

Administrator Lehner stated that this Public Hearing was required for the Flom Disposal, Inc. rate
increase.

Billy Dyrdahl asked how much the rates went up and how the garbage cart size is determined.

Motion by Bailey second by Gard to close the Public Hearing at 7:20 p.m.
Motion carried 4-0-0.

ADMINISTRATOR UPDATE
Recognition of Pool Staff – Addison Lindell, Cosette Rice, and Leah Widholm
Lehner stated that last month the council had requested that three pool staff be recognized for a rescue at the
pool. All three staff members declined to attend the council meeting and did not wish to be publicly
                                                                                                                  13
recognized. Mayor Kirchmann thanked them for their actions.

Election Update
Lehner stated that Affidavits of Candidacy for open council positions could be filed from July 14 to July 28.
The primary election will be held on Tuesday, August 11.

KMU New Hire
Lehner stated that Parker Burdorf started for KMU yesterday.

Personnel Policy Update
Lehner stated that Abby and he have been working on updating the personnel policy. It is close to being
done. The department heads will review it next and then it will go to the personnel committee for review.

ENGINEERING
2025 Street & Utility Project
Engineer Olinger stated that most of the reconstruction work within Langford Avenue is now complete
and sod has been laid. The last remaining major item of work is sewer lining and manhole rehabitation
of various sewer mains throughout town. Crews have installed the liner system, but they still need to
install manhole liners, adjust castings, and grout service connections.
2025 Street and Utility Improvements – Fitzgerald Excavating & Trucking -Pay Application No. 7
Pay request No. 7 includes work completed through July 3, 2026.
Motion by Bailey seconded by Sjolander to approve pay application #7 to Fitzgerald Excavating in the
amount of $461,189.14. Motion carried 4-0-0.
2025 Street and Utility Improvements – Change Order #2
Engineer Olinger stated that some settlement of service line trenches is visible within 8th Street. The
original contract required that 8th Street (and any other remaining streets) be paved with the final lift of
asphalt by July 18th . To allow for additional settlement time, we are recommending that final paving for
8th Street be delayed until the end of this construction season. We are also including Langford Avenue
in this change order since final pavement is not yet placed in that street. All other work within the
contract is still required to be completed by July 18th . Remaining Punch list corrections must be
completed by August 30th .
Motion by Kirchmann seconded by Bailey to approve Change Order #2. Motion carried 4-0-0.

LEGAL
Kenyon Crossing Update – Agreement, Approval, etc.
Attorney Riggs stated that two public hearings were held and the TIF District for Kenyon Crossings was
already adopted. He recommended approval of the agreements and contracts to keep the project moving
forward.
Resolution 2026-24: Approving Contract for Private Development and Sub-Grant Agreement with Kenyon
Real Estate 2, LLC for Certain Property in the City of Kenyon.
Motion by Bailey seconded by Gard to adopt Resolution 2026-24. Motion carried 4-0-0.

OLD BUSINESS

NEW BUSINESS
616 9th Street Fence Variance Request
Kristi Trisko from Bolton & Menk stated that the Planning Commission held a public hearing last week
concerning Brezina’s fence variance. She reviewed the facts and findings from the hearing. The planning
commission recommended approval of this variance with four recommended conditions. Brezina

                                                                                                                14
commented that her neighbors to the west have someone living in the camper that is parked next to her
property line and she requested that the camper be moved. She felt the neighbors need to adhere to the
same rules that she needs to follow.
Resolution 2026-22 Adopting a Fence Variance Located at 616 9th Street
Motion by Sjolander seconded by Kirchmann to adopt Resolution 2026-22. Motion carried 4-0-0.

Budget Update – Abdo
Jessi Sturtz from Abdo summarized the key items for consideration in the 2027 budget. The proposed
2027 budget levy increase is 19.5% from 2026. The council stated they would like to work the levy
down to a maximum 9% increase. The council requested a report showing the breakdown of what is
spent on outside services and contracted services. They would like a budget work session to be
scheduled in August.

Flom Contract Approval
Administrator Lehner stated that the current agreement for Solid Waste hauling with Flom Disposal
expired on June 30, 2026. Attorney Riggs developed a new 3-year agreement with Flom Disposal. The
new agreement contains increased rates.
Motion by Bailey seconded by Gard to approve a three-year solid waste hauling agreement with Flom
Disposal. Motion Carried 4-0-0.

Resolution 2026-23 Authorizing Application for Grant Navigator Support for the City
Lehner stated that the EDA is requesting approval to seek support through the League of Minnesota
Cities’ Grant Navigator program to identify and pursue grant opportunities for a comprehensive
accessibility and recreation improvement project centered on Depot Park and a future accessible trail
connection to the Trondheim neighborhood. Through the Grant Navigator Program, the LMC would
provide grants up to $5,000 to use for the process of identifying potential grant funds for city projects.
Motion by Bailey seconded by Gard to adopt Resolution 2026-23 authorizing application for Grant
Navigator support for the city. Motion carried 4-0-0.

Reschedule August Council Meeting
Lehner stated that the August 11 council meeting would need to be rescheduled due to the primary election.
Motion by Sjolander seconded by Bailey to reschedule the August council meeting for Thursday, August 6 at
7:00 pm. Motion carried 4-0-0.

Approve Request for Liquor at Depot Park – Brandi Kyllo, July 25, 2026
Councilmember Gard expressed her concern about allowing liquor in a family park with children close by.
There does not sound like the permit has any stipulations or rules currently in place to regulate this. Attorney
Riggs stated that there used to be no alcohol allowed in the parks. The council looked at this and said they
wanted to allow alcohol in parks. The council did not want to put stipulations on it, but we sure could do
that, but right now that is not what is on the books.
Motion by Bailey seconded by Sjolander to approve the liquor permit for alcohol at the Depot Park on July
25, 2026. Motion carried 4-0-0.

Schedule of Upcoming Meetings
KMU Meeting: Tuesday, July 21st @ 3:00 p.m.
EDA Meeting: Tuesday, July 28th @ 8 a.m.
Planning Commission meeting: Tuesday, August 4th @ 6:00 pm
City Council Meeting August: August 6 @ 7 p.m.

                                                                                                                   15
COUNCIL AND STAFF GENERAL COMMENTS
Council Member Sjolander thanked city staff for all their work. He made note of the increased scooter and
electric bike activity in town and reminded residents to be aware of them.


Mayor Kirchmann stated that he would love to see Deanna Gard run for a council position. She had a lot of
good questions at the meeting.


Motion by Bailey seconded by Sjolander to adjourn the meeting at 8:49 p.m. Motion carried 4-0-0.




Holli Gudknecht, Deputy Clerk                               Donald Kirchmann, Mayor




                                                                                                            16
Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                August 6, 2026

SUBMITTED BY:        Holli Gudknecht, Administration

ITEM TYPE:           Administrator Update

AGENDA SECTION:      ADMINISTRATOR UPDATE

SUBJECT:             ADMINISTRATOR UPDATE:
                       1. Police Department Staffing UpdaTe
                       2. KMU Staffing/John Lee Update
                       3. Administrative Assistant-Rachel Goven Update
                       4. Rose Fest Update

SUGGESTED ACTION:

ATTACHMENTS:




                                                                         17
                                                                       AGENDA ITEM NO.
                                                                       VIIA.


 Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                          August 6, 2026

SUBMITTED BY:                  Holli Gudknecht, Engineering

ITEM TYPE:                     Engineering

AGENDA SECTION:                ENGINEERING

SUBJECT:
                               2025 Street & Utility Project – Pay Application 8


SUGGESTED ACTION:
                               This partial pay estimate includes primarily sanitary sewer lining,
                               grouting and manhole rehabilitation completed through July 17,
                               which is also the substantial completion date for this work.

                               Over the next several weeks, we anticipate that the contractor will be
                               back in town to complete various punch list repairs.



                               Requested Action:

                               Motion approving Pay Estimate #8 for the 2025 Street & Utility
                               Improvements


ATTACHMENTS:
134934 Pay Application No. 8.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.:               8                                Application Date:               8/6/2026
 Application Period:         From                    7/4/2026                to                 7/17/2026


          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)                                         $                 2,065,643.53
          5. Retainage
               a.     5%         X   $ 2,065,643.53 Work Completed                                                 $                     103,282.18
              b.                 X   $                 -    Stored Materials                                       $                            -
               c. Total Retainage (Line 5.a + Line 5.b)                                                            $                     103,282.18
          6. Amount eligible to date (Line 4 - Line 5.c)                                                           $                 1,962,361.35
          7. Less previous payments                                                                                $                 1,866,406.60
          8. Amount due this application                                                                           $                 95,954.75
 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.:             8                     Application Period:       From         07/04/26             to              07/17/26                                                                                                  Application Date:              08/06/26
     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                 0.87                32,625.00             0.93          34,875.00                                      34,875.00          93%          2,625.00
      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                 6.00                   300.00             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                    -                        -                -                  -                                              -                       4,860.00
     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                 0.87                12,180.00             0.93          13,020.00                                      13,020.00          93%            980.00
     41       INSTALL SIGN                                                        6.00   EACH                    350.00             2,100.00                 3.00                 1,050.00             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             1,612.00                11,284.00         2,720.00          19,040.00                                      19,040.00         108%         (1,435.00)




                                                                                                                            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.:            8                    Application Period:       From          07/04/26             to              07/17/26                                                                                                Application Date:              08/06/26
     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             1,612.00               4,030.00           2,720.00           6,800.00                                      6,800.00     108%         (512.50)
    53        TURF MAINTENANCE                                                  60.00   DAY                      75.00             4,500.00                19.00               1,425.00              29.00           2,175.00                                      2,175.00      48%         2,325.00
    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            52,140.00              52,140.00          56,220.00          56,220.00                                     56,220.00      76%       17,780.00
    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                                     20,250.00      80%         4,950.00
    70        LATERAL CLEANING                                                  28.00   EACH                    500.00            14,000.00                    -                      -              22.00          11,000.00                                     11,000.00      79%         3,000.00
    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                                     38,304.00      80%         9,576.00
    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                                      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.:             8                     Application Period:       From          07/04/26           to              07/17/26                                                                                               Application Date:              08/06/26
     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                                       1,600.00      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.:             8                     Application Period:       From          07/04/26             to              07/17/26                                                                                               Application Date:              08/06/26
     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                                         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.:            8                     Application Period:       From           07/04/26            to              07/17/26                                                                                                    Application Date:              08/06/26
     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                               $ 2,002,452.53                       $ 2,103,457.53 $                        -   $ 2,103,457.53         92% $   191,171.72

                                                                                                                                              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                       $ 1,964,638.53                             $   2,065,643.53   $                      -      $   2,065,643.53          92% $   191,171.72




                                                                                                                            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
                                                                        AGENDA ITEM NO.
                                                                        VIIB.


 Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                           August 6, 2026

SUBMITTED BY:                   Holli Gudknecht, Engineering

ITEM TYPE:                      Engineering

AGENDA SECTION:                 ENGINEERING

SUBJECT:
                                Kenyon Crossings Development Applications


SUGGESTED ACTION:
                                The developer has submitted applications for the preliminary plat and
                                3 variances on the new apartment site located at 127 Gunderson
                                Boulevard. These requests require a public hearing, which will be
                                held during the planning commission meeting on August 4th.



                                When these applications were submitted, there were various
                                discrepancies in the design documents. These issues have not yet
                                been resolved; As such, the hearing will still be held on August 4th
                                but final decisions will be delayed until next month. The attached
                                staff reports and submittal documents are provided for reference
                                only.



                                Requested Action:

                                None – Information Only


ATTACHMENTS:
Prelim Plat_Variance Staff Reports and Draft Resolutions.pdf
2026-07-10 Kenyon Crossings - Application Materials-Plans.pdf




                                                                                                        25
                                                                               MEMORANDUM

Date:                      July 29, 2026
To:                        Kenyon Planning Commission
From:                      Kristi Trisko, AICP, PMP
Subject:                   127 Gunderson Boulevard – Preliminary Plat



 Project Name: Kenyon Crossings Addition – Preliminary Plat
 Meeting Date: August 4, 2026
 Applicant: Kenyon II Housing, 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 subdivide two lots
 with a total of 2.8 acres and will remove and
 update obsolete easements and combine
 original lot lines, and potentially dedicate
 additional streets width to Gunderson
 Boulevard and 3rd Street. Only Lot 1 will be
 redeveloped now:

            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.
            Lot 2: Site of Gunderson Apartments –
             20 Units and an Existing Clinic. Access
             on Huseth Street and 3rd Street. See
             Variance Parking Exhibit.
                                                                                          Figure 1 - Preliminary Plat




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                                                                                                                                26
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


                                                                      Figure 2 - Zoning Exhibit

3. Infrastructure & Utilities

       Road Access: State Street (local) and Third Street (local).
       Water/Sewer: Extension from Third Street mains; capacity confirmed by City Engineer. See
        C4.1 Utility Plan for onsite details.
       Stormwater: 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:

4. Staff Analysis

       Zoning Compliance: Both lots meet or exceed 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: Must illustrate in detail all recreational facilities and structures – The
        applicant has not submitted a recreation plan. This plan has been requested as part of our
        initial review comments, submitted back to the applicant.
       Landscape Plan: A landscape plan was submitted as part of the plan set and includes the
        location of 22 trees and all seeded and sodded areas and rock mulch areas. See Landscape
        Plan; L2.1.
       Environmental Considerations: None known



                                                                                                         27
Page:   3

       Site Plan: Including building location, dimension, and elevations, circulation plans, parking,
        and trash areas has been submitted. See Site Plan C2.1.

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 would be held on August 4, 2026 for this variance request.

       Support: None yet
       Concerns: None yet
       Applicant Response: None yet

6. Staff Recommendation

Approval with Conditions

       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.
       Final plat must reflect all right-of-way width adjustments, as approved by the City Engineer.
       Final plat must reflect all recommendations and markups from the preliminary plat.
       The applicant shall enter into a development agreement with the City of Kenyon, containing
        the following terms:
            o   Limited use agreement for the use of private parking within the public right-of-way
            o   The applicant 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.
            o   Public improvements associated with the work is subject to financial security and
                correction period.
            o   Additional terms, as recommended by City staff, the City Engineer and City attorney
                and approved by the City Council.
       The final plat will be subject to requirements determined by the Minnesota Department of
        Transportation (MnDOT).

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 parkland defecation 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.


                                                                                                         28
Page:   4

   3. The application will be reviewed for conformance with the Zoning Ordinance following
      submittal of supplemental materials.

8. Attachments

       Architectural Elevation (Nile Architects)
       Preliminary Plat and Preliminary Construction Documents
       Draft Resolution 2026-25 Approval of the Preliminary Plat




                                                                                             29
                             DRAFT RESOLUTION NO. 2026-25

                                     CITY OF KENYON
                                   COUNTY OF GOODHUE
                                   STATE OF MINNESOTA


                A RESOLUTION APPROVING PRELIMINARY PLAT OF
               KENYON CROSSINGS SUBDIVISION, 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
CROSSING SUBDIVISION 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 Crossing Subdivision includes the following described parcel
of land: See the attached Exhibit A (hereinafter referred to as the “Property”); and

       WHEREAS, the Subdivider has represented that it has clear title ownership of 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

       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




                                                1
                                                                                                      30
      WHEREAS, the Planning Commission recommends approval of the preliminary plat of
Kenyon Crossing Subdivision.

        NOW THEREFORE, BE IT 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 preliminary plat that satisfies all required formalities
             pursuant to the Kenyon City Code and state statute;
      2.     Satisfactory completion of any and all requirements after final review of the
             preliminary plat by the City Attorney and City Engineer;
      3.     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.
      4.     Final plat must reflect all right-of-way width adjustments, as approved by the City
             Engineer.
      5.     Final plat must reflect all recommendations and markups from the preliminary plat.
      6.     The applicant shall enter into a development agreement with the City of Kenyon,
             containing the following terms:
      7.     Limited use agreement for the use of private parking within the public right-of-way
      8.     The applicant 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.
      9.     Public improvements associated with the work is subject to financial security and
             correction period.
      10.    Additional terms, as recommended by City staff, the City Engineer and City attorney
             and approved by the City Council.
      11.    The final plat will be subject to requirements determined by the Minnesota
             Department of Transportation (MnDOT).

      Approved this ____ day of ________ 2026.
                                                      n ly
                                              n     O
                                            _________________________________________
                                          i o
                                         s Kirchmann, Mayor
                                            Don
ATTEST:                          u s
                     D        isc
___________________________________
                   r
                 Fo
Scott Lehner, City Administrator


                                                2
                                                                                                    31
    EXHIBIT A

LEGAL DESCRIPTION




       A-1
                    32
                                                                           MEMORANDUM
Date:                      July 22, 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: August 4, 2026
 Applicant: Kenyon II Housing, 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 II Housing 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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                                                                                                                                33
Page:   2

2. Site Details:

       Zoning: R-3
       Future Use: Mul -Family Residen al
            o Density: 38 units / 1.1 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




                                                                                                               34
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 would be held on August 4, 2026, for this variance request.

         Support: None yet
         Concerns: None yet
         Applicant Response: None yet

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.
           ►      Applicant Response: To be updated
        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.
           ►      Applicant Response: To be updated



                                                                                                               35
Page:    4




       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
                 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.
          ►      Applicant Response: To be updated


       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.

          ►      Applicant Response: To be updated

       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.
          ►      Applicant Response: To be updated

       The variance does not alter the essen al character of the neighborhood; and


                                                                                                            36
Page:   5



        ►      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.
        ►      Applicant Response: To be updated


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 DRAFT Parking Code Variance Resolu on 2026-26.
       Staff recommends tabling the recommenda on un l the September mee ngs, a er the
        applicant has submi ed supplemental informa on.

8. Attachments:
       Variance Request Parking Submittal; 2026-07-10
       DRAFT Resolution 2026-26 Approval for Parking Variance




                                                                                                          37
                                     DRAFT RESOLUTION NO. 2026-26

                                            CITY OF KENYON
                                          COUNTY OF GOODHUE
                                          STATE OF MINNESOTA

                 A 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 II Housing
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

         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.

 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.



                                                        1
                                                                                                                      38
       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
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.


       Approved this __ day of _________ 2026.

                                                     n ly
                                          n        O
                                             _________________________________________
                                    s i o
                                        Don Kirchmann, Mayor
                                   s
ATTEST:
                              is cu
                       r  D
___________________________________
                   F o
Scott Lehner, City Administrator




                                                       2
                                                                                                                    39
                                                                            MEMORANDUM
Date:                      July 23, 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: August 4, 2026
 Applicant: Kenyon II Housing, 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 II Housing LLC., (Todd Olin and Brett Reese) are                                                             Figure 1- Existing Density Conditions
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 47,552 SF. or 1.1 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.
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                                                                                                                                                                       40
Page:   2

2. Site Details:

       Zoning: R-3
       Future Use: Mul -Family Residen al (3-Story Building) See Figure 3
           o Density: 38 units / 1.1 Acres or 47,552 SF + (9,240 addi onal parking area) = 56,792 SF
           o Density Required per unit = 2,700 SF
           o Density Provided per unit = 1,495 SF
           o Residen al Density Variance Needed – 1,205 SF per unit or 45,808 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



                                                                                                       41
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 would be held on August 4, 2026 for this variance request.

         Support: None yet
         Concerns: None yet
         Applicant Response: None yet

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.
           ►      Applicant Response: To be updated
        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.
           ►       Applicant Response: To be updated

        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.




                                                                                                                 42
Page:    4

          ►      Applicant Response: To be updated

       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 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.

          ►      Applicant Response: To be updated

       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.

          ►      Applicant Response: To be updated

       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


                                                                                                              43
Page:   5

         ►     Applicant Response: To be updated

6. STAFF AND BOARD OF ADJUSTMENTS -RECOMMENDED CONDITIONS:

    1. 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.

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.
       Staff recommends tabling the recommenda on un l the September mee ngs, a er the
        applicant has submi ed supplemental informa on.


8. ATTACHMENTS:

       Variance Request Residential Density Submittal; 2026-07-10
       Resolution 2026-27 Approval for Residential Density Variance




                                                                                                        44
                                    DRAFT 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 II
Housing 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

         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




                                                       A-1
                                                                                                                      45
                   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
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.     The parkland dedication fee shall be applied and calculated to reflect the lot area required
              to meet residential density code requirement. Final parkland dedication fees are subject to
              final adjustment and agreement in the pending development agreement for the Kenyon
              Crossings subdivision/development.




       Approved this ___ day of _________ 2026.

                                                     n ly
                                             n     O
                                              _________________________________________
                                        s io  Don Kirchmann, Mayor

ATTEST:                         c us
                     D       is
                   r
___________________________________
                 Fo
Scott Lehner, City Administrator




                                                       A-2
                                                                                                                      46
                                                                           MEMORANDUM
Date:                      July 22, 2026
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: August 4, 2026
 Applicant: Kenyon II Housing, 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 II Housing 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.docx



                                                                                                                                47
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 would be held on August 4, 2026 for this variance request.

         Support: None yet
         Concerns: None yet
         Applicant Response: None yet

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;




                                                                                                                  48
Page:     3

           ►      Finding: The City’s overall commitment to maintain infrastructure within the City is
                  supported by this variance request.

        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.


                                                                                                             49
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.
       Staff recommends tabling the recommenda on un l the September mee ngs, a er the
        applicant has submi ed supplemental informa on.

8. ATTACHMENTS:
       Resolution 2026-28 Approval for Front and Side Yard Setback Variance




                                                                                                    50
                                    DRAFT RESOLUTION NO. 2026-28

                                           CITY OF KENYON
                                         COUNTY OF GOODHUE
                                         STATE OF MINNESOTA

              A 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 II Housing
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

         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.     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 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.

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.




                                                       1
                                                                                                                    51
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
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.


       Approved this __ day of _______ 2026.
                                                    n ly
                                        n         O
                                    i o
                                   s Don Kirchmann, Mayor
                                      _________________________________________
                                us
                             sc
ATTEST:
                     r    Di
                   o
___________________________________
                 F
Scott Lehner, City Administrator




                                                      2
                                                                                                                52
                                                                                                          07/10/2026




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 requesting a city review of a Preliminary Plat Application 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:                 2.2 acres                             1.1?
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, multi-family residential units, and the
historic Gunderson House which houses the Kenyon Area Historical Society. Existing watermain, sanitary sewer, and
storm sewer are located within Gunderson Blvd, State St, and 3rd St.

Proposed Project
The proposed development includes a three-story apartment building containing 38 units. 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.


14260 23rd Avenue N. • Plymouth, Minnesota • 55447                                                                1
Ph. 763.340.0699 • Email toddo@landandresource.com
                                                                                                                         53
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 two requirements of the R-3 Zoning district: minimum lot area and required
parking. 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 1.1 acres.

In addition, City code requires two parking stalls per unit, resulting in a requirement of 76 parking stalls. The proposed
development provides 68 stalls, resulting in a deficiency of 8 stalls.                    only 66 shown in variance
                                                                                         letter/exhibit
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.
                                                                   Please review with parking variance exhibit
Parking is provided as follows:
    • A new parking lot located behind the proposed apartment building provides 21 stalls.
    • New on-street parking on State Street provides 21 stalls for the proposed apartment.
    • Existing on-street parking (10 stalls) on 3rd Street will be reconfigured to accommodate the proposed
         driveway entrance. Four stalls will serve the proposed apartment building, and six 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.

Two variance applications are included with this submittal to address the minimum lot area and parking requirements
associated with the proposed development.

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 discharge 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.

Please find the following materials included with this application.


Jed Schmidt, Forty7, LLC, Woodlane Drive Single-Familty Residential Development                                     2
City of Woodbury, Washington County, Minnesota                                                                               54
     •     Executed Application for Land Development Activity
     •     Variance Application Forms (x2)
     •     Civil & Landscape Plan Set
     •     Architectural Plans

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                              3
City of Woodbury, Washington County, Minnesota                                                                   55
7/10/2026




            56
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             57

                                                                                                                                                                                                                                                                                                                                                                                                                                      DRAWINGS BY




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


                                                                                                                                                                                                                                                                                                                                                                                                                                     DRAWINGS FOR




                                                                                                                                             City of Kenyon, Goodhue County, MN                                                                                                                                                                                                                                         Kenyon II Housing, LLC



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


                                                                                                                                                                                                 July 10, 2026                                                                                                                                                                                                                             PROJECT



                                                                                                                                                                                                                                                                                                                                                                                                                             Kenyon Crossings
GENERAL NOTES                                                                                                                                  VICINITY MAP                                                                                                                      WARNING
1.       MN statute requires notifications per "State One Call" prior to commencing any grading, excavations or underground work.                                                                                                                                                The contractor shall be responsible for identifying the locations of all existing utilities. Contractor shall cooperate with all                    Kenyon, MN
                                                                                                                                                                                                                                                                                 utility companies in maintaining their service and / or relocation of lines                                                                       Goodhue County
2.       The contractor shall field verify locations and elevations of existing utilities and topographic features prior to
         commencement of construction activity. The contractor shall notify the engineer of any discrepancies or variations from the                                                                                                                                             The contractor shall contact "Gopher State One Call" at least 48 hours in advance for the locations for all underground                              CERTIFICATION
         plans.                                                                                                                                                                                                                                                                  wires, cables, conduits, pipes, manholes, valves or other buried structures before digging. The contractor shall repair
                                                                                                                                                                                                                                                                                 or replace the above when damaged during construction at no cost to the owner.                                                         I hereby certify that this plan, specification, or
                                                                                                                                                                                                                                                                                                                                                                                                                        report was prepared by me or under my
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
                                                                                                                                                                                                                                                                                                                                                                                                                            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
                                                                                                                                                                                                                                                                                                                                                                                                                                TR FO AR
                                                                                                                                                                                                                                                                          y 60
4.       The contractor will be responsible for providing and maintaining traffic control devices such as barricades, warning signs,                                                                                                                 60
         directional signs, flagman and lights to control the movement of traffic where necessary. Placement of these devices shall
                                                                                                                                                                                                                                          hw
                                                                                                                                                                                                                                            ay
                                                                                                                                                                                                                                               56/
                                                                                                                                                                                                                                                                                                                                                          05.19.2026
                                                                                                                                                                                                                                                                                                                                                                                                                        PR        UC R Y
                                                                                                                                                                                                                                                                                                                                                                                                                        Randall C. Hedlund
         be approved by the engineer prior to placement. Traffic control devises shall conform to the appropriate MN Department of
                                                                                                                                                                                                                                       Hig                                                                                                                                                                                          TI
                                                                                                                                                                                                                                                                                                                                                                                                                        MN. Lic. No. 19576
                                                                                                                                                                                                                                                                                                                                                                                                                                       ON
                                                                                                                                                                                                                                                                                                                                                          07.10.2026
         Transportation Standards.
                                                                                                                                                                                                                                                                                 SHEET INDEX & SUBMITTALS                                                                                                               Date:
5.       In accordance with generally accepted construction practices, the contractor will be solely and completely responsible for
                                                                                                                                                                                                            CITY OF KENYON                                                       C0.0 - Civil & Landscape Title Sheet                                       X X
         the conditions on the job site, including safety for all persons and property during the performance of the work. This                                                                                                                                                                                                                                                                                                         ISSUED FOR
         requirement will apply continuously and not be limited to normal working hours.
                                                                                                                                                                       Gunder
                                                                                                                                                                                                                                                                                 C1.0 - Ex. Conditions - Overall                                              X

                                                                                                                                                                                                                        Red Wing Ave
                                                                                                                                                                              s on Blvd                                                                                                                                                                                                                                 ISSUE / REVISION                        DATE
                                                                                                                                                                                                                                                                                 C1.1 - Ex.Conditions & Removals - Project Area                             X X
6.       The duty of the engineer or developer to conduct construction review of the contractors performance is not intended to                                                                                                                                                                                                                                                                                         50% Design Plans                        05-20-2026
         include review of the adequacy of the contractors safety measures in, or near the construction site.
                                                                                                                                                                                                                                                          Co
                                                                                                                                                                                                                                                            un                   C2.0 - Preliminary Plat                                                      X                                                         Preliminary Plat &
                                                                                                                                                                                                                                                               ty
                                                                                                                                                                                                                                                                                 C2.1 - Site Plan
                                                                                                                                                                                     Huseth St
                                                                                                                                                                                                                                                                    Rd
                                                                                                                                                                                                                                                                         12
                                                                                                                                                                                                                                                                                                                                                            X X                                                         Preliminary CDs                         07-10-2026

7.       Before beginning construction the contractor shall install erosion and sedimentation control measures in accordance with
                                                                                                                                                                                                  SITE                                         Hig
                                                                                                                                                                                                                                                                                 C3.1 - Grading, Drainage & Erosion Control                                 X X
                                                                                                                                                                                                                                               hwa
         NPDES permit requirements, best management practices, state and local requirements and the details shown on the detail                                                                   127 Gunderson Blvd                               y 56                          C4.1 - Utility Plan                                                        X X
         sheet(s) of the project plan set.
                                                                                                                                                                                                                                                                                 C7.20 - Civil Details
8.       All construction permits, applications and fees are the responsibility of the contractor.                                                                                                                                                                               C7.21 - Civil Details
                                                                                                                                                                                                                                                                                 C7.30 - Civil Details
9.       All entrance and connections to city streets shall be constructed per the requirements of the state and local jurisdictions,                                                                                                                                            C7.40 - Civil Details
         The contractor shell be responsible for all permits and notifications as required.                                                                                                                                                                                                                                                                 X X
                                                                                                                                                                                                                                                                                 L2.1 - Landscape Plan
10.      All street repairs and patching shall be preformed per the requirements of the city. All traffic control shall be provided by the
                                                                                                                                                                                                                                                                                 L7.0 - Landscape Details                                                                        Please Include Recreation Plan
                                                                                                                                                                                                                                                                                                                                                                                 showing indoor rec room s.f. and all
         contractor and shall be established per the requirements the MN manual of uniform traffic control devices and the city. This                                                                                                                                                                                                                                            patois/decks (site plan view only
         shall include all signage, barricades, flashers and flaggers as needed. All public streets shall be open to traffic at all times.                                                                                                                                                                                                                                       needed) as discussed and total
                                                                                                                                                                                                                                                                                                                                                                                 recreation space provided
11.      Adjust all existing structures, both public and private to the proposed grades where disturbed and comply with all
         requirements of the utility owners. Structures being reset to paved areas must meet owners requirements for traffic loading.                                                                                                                                            PROJECT CONTACTS
12.      Existing conditions topographic survey provided by others.
                                                                                                                                                                                                                                                                                  OWNERS                    Kenyon II Housing, LLC                        Alex Baraniak
                                                                                                                                               PROJECT BENCHMARKS                                                                                                                                           527 Professional Drive                        507-301-1723
                                                                                                                                                                                                                                                                                                            Northfield, MN 55075                          abaraniak@reboundpartners.com
                                                                                                                                               Top Nut Hydrant = 1144.27 - NE corner of Huseth St and parking lot entrance for Gunderson Apartments
                                                                                                                                                                                                                                                                                                                                                                                                                                    SUBMITTAL INFO
GOVERNING SPECIFICATIONS                                                                                                                       Top Nut Hydrant = 1147.60 - NW corner where 3rd St meets the Alleyway
                                                                                                                                               Top Nut Hydrant = 1146.93 - NW corner of the intersection of State St and 3rd St                                                   CIVIL                     Land & Resource Consulting                    Randy Hedlund
                                                                                                                                                                                                                                                                                                            14260 23rd Ave N                              651-398-3586                                                  Review By: RH
     The Latest Edition of the Minnesota Department of Transportation "Standard Specification for Construction" shall apply.                                                                                                                                                      ENGINEER
                                                                                                                                                                                                                                                                                                            Plymouth, MN 55447                            RandyH@landandresource.com                                    Project # : 26013
     The Latest Edition of the City Engineers Association of Minnesota (CEAM) standard specifications shall apply.                                                                                                                                                                                                                                                                                                      Submittal Date: 07-10-2026
                                                                                                                                                                                                                                                                                  ARCHITECT                 Nile, Inc.                                    Jude Hallamek                                                 Submittal Phase: Preliminary
     The Latest Edition of the City of Kenyon engineering standards and specifications shall apply.                                                                                                                                                                                                                                                                                                                     Plat & Preliminary CDs
                                                                                                                                                                                                                                                                                                            413 Wacouta St Suite 435                      612-998-6212
     All federal, state, and local laws, regulations, and ordinances shall be complied with in the construction of this project.                                                                                                                                                                            St. Paul, MN 55101                            jude.hallamek@wearenile.com
                                                                                                                                                                                                                                                                                                                                                                                                                                        SHEET TITLE
     All traffic control devices and signaling shall conform to the latest edition of the Minnesota Manual on Uniform Traffic Control
                                                                                                                                                                                                                                                                                  SURVEY                    Bohlen Surveying                              Tom O'Meara
     Devices. Including the latest field manual for temporary traffic control zone layouts.
                                                                                                                                                                                                                                                                                                            1682 Cliff Road East
                                                                                                                                                                                                                                                                                                            Burnsville, MN 55337
                                                                                                                                                                                                                                                                                                                                                          952-895-9212
                                                                                                                                                                                                                                                                                                                                                          tomeara@bohlensurveying.com                                             Civil &
                                                                                                                                                                                                                                                                                                                                                                                                                                Landscape
                                                                                                                                                                                                                                                                                                                                                                                                                                Title Sheet
                                                                                                                                                                                                                                                                                                                                                                                                                                     SHEET NUMBER


                                                                                                                                                                                                                                                                                                                                                                                                                                           C0.0
                                                                                                                                                                                                                                                                                                                                                                                                                                  Copyright Land & Resource Consulting
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TNH=1143.85
                                                                                                                                                                     RIM=1134.71
                         >>            24" R
                                               CP                                                                                                                    SW INV=1130.21                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    58
                                                       >>                                                                                                            NW INV=1130.21
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                DRAWINGS BY
                                                                                                                            >>                          >>                 >>                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Existing Conditions Notes
                                                                                                                                                                                                    >>                   >>                    >>                         >>
                                                                                                                                                                                                                                                                                  24" RCP
                                                                                                                                                                                                                                                                                                        >>                                                 >>
                                                                                                                         24"                                                                                                                                                                                                                                                                                        >>                             >>                       >>                          >>                        >>                 >>
                                                                                                                           >>
                                                                                                                             RC
                                                                                                                                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.
                                                                              l                                                                                                  SANITARY MANHOLE                                                                                                                                                                                                                                             SANITARY MANHOLE
   SANITARY MANHOLE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      >>                                  W INV=1132.55
                                                                                                                                                                                 RIM=1135.16                                                                                                                                                                                                                                                  RIM=1136.96
          RIM=1135.45                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        E INV=1132.69
                                                                                                                                                                                 E INV=1127.58                                                                                                                                                                                                                                                E INV=1129.35                                                                                                                                                                                                                                                                                 2.   Soil boring locations shown are approximate. Refer to the geotechnical investigation completed by Chosen
         S INV=1126.70                                                                                                    >24>" RCP                                                                                                                                                                                                                                                                                                                                                     GUNDERSON BLVD.                                                                                                                                      S INV=1132.76                                          CATCH BASIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         24" RCP
                                                                                                                                                                                 SW INV=1127.58                                                                                                                                                                                                                                               W INV=1129.35
         E INV=1127.15                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RIM=1138.49                                  Valley Testing, Inc. dated May 22, 2026.
        W INV=1126.70
                                                                              l >>                                                                                                                                                                                                                                                                                                                                                            S INV=1130.73                             (SECOND STREET)                                                                                                                                                                                             SW INV=1135.34                                                                                                                                                           14260 23rd Ave N
                                                                                                                     >                         >                    >               >                 >                  >                 >                  >                        >
                                                                                                                                                                                                                                                                                                                                                                                                                                              SE INV=1129.64
                                                                                                                                                                                                                                                                                               8" CLAY            >                                                      >                                            >                                   >                                                                                                                                               >>                                                                                        CATCH BASIN                                                                                                                                                             Plymouth, MN 55447
                                                                          >                     8"                                                                                                                                                                                                                                                                                                                                            8" CLAY W/ PVC SLEAVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Phone: 763-340-0699
                           12"     >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RIM=1138.39
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            >>                                                      NE INV=1135.09
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Existing Conditions Legend
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           >>
                                                                              l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CP
                                                                                                                                                                                                                                                                                                                                                                                                                                 >                                                           168.84 S89°26'20"E                                                                                                                                                                                     W INV=1135.09
                                                                                  >>                                                                                                                                                                                                                                                                                                                                              >                                                                                                                                                                                                12" R
                                                12"                                                                                            CATCH BASIN                                                                                                                                                                                                                                                                                             LA Y                                                                                                                                                                                                                                                                                                                                                                                                                    DRAWINGS FOR
                                                                                                                                                                                                                                                                                                                                                      11
                                                                          l                                                                    RIM=1134.87                                                                                                                                                                                                38                                                    11                                 8" C                                                                       113
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 8                                                                                                 39
      CATCH BASIN
                                                >                                                                                                                                                                                                                                                                                                                                                                  38
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1138
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               14
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0               STORM MANHOLE                                                                        Section Line                                   Monument
                                                                                                                                               W INV=1131.17
                                                >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1
       RIM=1136.24                                                                             GAS                                                                                                                                                                                                                                                                                                                                                       BLOCK                                                                                                                                              >>                                                                    RIM=1138.31
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Mailbox
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 MB
      S INV=1131.89
                                        24" RCP
                                                                                                                                               STORM MANHOLE                                                                                                                                                                                                      39                                           11
                                                                                                                                                                                                                                                                                                                                                                                                                  39                                      11
                                                                                                                                                                                                                                                                                                                                                                                                                                                       PLANTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                             38
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             9                                                                                                    S INV=1133.35                                                                        Property Line
                                                                                                                                                                                                                                                                                                                                                                11                                                                                                                                                                                                          113
                                                                                                                                                                                                                                                                                                                                                                                                                                                      WITH SIGN                                                                                                                                                                                                                   N INV=1133.01
      E INV=1131.84                                                                                                                            RIM=1135.02
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Adjacent Property Line                         Street Light                                Kenyon II Housing, LLC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                114 1141
                                                >                             l                                                                NW INV=1130.69                                                                                                                                                                                                                                                                                           1139                                                                                                                                                                                                                      E INV=1134.16
                                                                                                                                               E INV=1130.97                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SW INV=1134.51
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2
                                                                                                  GAS                                                                                                                                                                                                             114
                                                                                                                                                                                                                                                                                                                             0                                                     1140                                                                       1140                                      WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1138
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ROW                                            Sign
                            >>                                                                                                                 CATCH BASIN                                                                                                                                                                                                                                                                                                                         11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1137
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       3                                                                                                                                                                                         CATCH BASIN                                                           XXX
                                                                                                                                               RIM=1136.14
                                                                                                                                                                                                                                                       1141                                                                                                                                                                                                                   114 9                                                                                                                                                                                                                                                                                    Existing Contour - Major                       Power Pole
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0                                                              TRENCH DRAIN                                                                                                                     RIM=1137.97                                                                                                                                                                                527 Professional Drive
                                                                                                                                               S INV=1131.29
                                                                              l
                                                                                                     GAS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             24" RCP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   INV.=1135.7                                                                                                                   NE INV=1134.77                                                        XXX                                                            Hydrant                                                Northfield, MN 55075
                                                >                                                                                              W INV=1131.29                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Existing Contour - Minor
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 W INV (8"
                                                                                                                                               N INV-1131.24                                                                                                                                                           1141
                                                                                                                                                                                                                                                                                                                                                                                                                                               114
                                                                                                                                                                                                                                                                                                                                                                                                                                                  1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               B-01                                                                                                                                                                                   R-1        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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 R-1                                                                                   >>              Storm                                          Existing Tree
                                                                                                                                                                                                                                                                                                                                                               EAST 19.00 FEET OF LOT 8
                                                                              l
                                                                                                                            GAS                GAS             GAS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              OVERHANG                                                                                                                  1140
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >
                                                       OHE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1142                                                                                                                                                                                                                          Soil Borings
                                                                                                                                                                                     GAS
                           >>                                                                                                                                                                              GAS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1141      1140                                                                                                                                                                 Sanitary                                                                                                Kenyon, MN
                                                >                                               GAS                                                                                                                                                                                                                                                                                                                                                                                                                                                  WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              >>                                                                                                                                                                                               B-#
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  l              l     Water                                                                                                 Goodhue County
                                                                                                                                                                                                                                                                                          R-2                                                                                                                                     43
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                STORM MANHOLE                                                                                                                         Zoning District: R-3 Multi-Family
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           R-3
                                                                              l                                                                                                                                                                                                                                                                                                                                                  11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RIM=1140.11                                                                            Fence                                          Residential
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1 4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S00°51'161"W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                N INV=1133.44
                                                                                             GAS
                                                                                                                                                                                                                                                                        1143                                                                                                                                                                                                                                                                                                                      >>                                                                                                                                                                                                                                                                            CERTIFICATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              2
                           >>                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   S INV=1133.70                                                                          Retaining Wall                                 Zoning District: R-2 One and
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           R-2
                                                >
                                                                              l                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  >>                                             SE INV=1133.46                                                                                                                        Two Family Residential                      I hereby certify that this plan, specification, or
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               >>                                                               NW INV=1134.76                                                                         Asphalt                                                                                    report was prepared by me or under my
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Zoning District: R-1 One and
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           R-1                                                               EL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  direct supervision and that I am a duly
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              OHE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   298.86
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  OHE                   OHE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   TV ANTENNA                                                                                                            43                                                                                                                                                                            Concrete                                       Two Family Residential
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      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                                                                                                                                                                          >>                                                                                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                                                                                                                                                                                                                               RAMP                                                                                41                 E INV (4" POLY)=1136.81

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          TR FO AR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             41           11
                                                                                                                                                                                                                 43                                                                                                                                                                                                                                                                                                                                                                                            >>                          11                                  SUMP=1133.41
                                                                                                                                                                                                             11                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Existing Building

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            UC R Y
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               STORM MANHOLE                       X  E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   OH
                                                                                                                                                                                2
                                               >                                                                                                                           11 4                                                                        16.98                                                             69.00                                                                                                                                                                                                                                                                                                                                                 RIM=1142.41                                                                                                                                                                        PR
                                                                              l
                                                                                                                                                                                                        187.21                                      S00°56'28"W                                                       S89°24'35"E                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Randall C. Hedlund
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  42
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1142     >>                                                                                  DT INV=1140.51
                                                                                                                                                                                                     N89°22'52"W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  MN. Lic. No. 19576
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ON
                          >>                                                          GAS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               DT INV=1140.71 E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                H
                                                                                                                                                                                NORTH LINE OF THE SOUTH                                                           114
                                                                                                                                                                                                                                                                      3
                                                                                                                                                                                                                                                                                                                                                                                    1144
                                                                                                                                                                                                                                                                                                                                                                                                                      1144                                                                                                                                                                                                                                                     N INV=1137.26 O
                                                                                                                                                                                92.00 FEET OF LOTS 1,2&3                                                                                                                                                                                                                                                                                                                                                                                                           >>                                                          W INV=1137.09                                                                                                                                                                      Date:
                                                                                                                                                   1   142
                                                                                                                                                                                                                                                                                                                                                                                                                B-02
                                               >                          l
                                                                                                                                      BURIED 1143                                                                   44
                                                                                                                                                                                                                 11                                                     1144                                                                                                                                                                                                                                                                                                                                                                                                            E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      OH
                                                                                                                                      UTILITY PIPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  B-04
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    114
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         11                                                                                                                                                                                                                                       ISSUED FOR
                          >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1143
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           42
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ISSUE / REVISION                        DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          OVERHANG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >>
                                                                          l
                                               >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               STORM




                                                      HUSETH STREET
                                                                                                 LOT 1, BLOCK 34
                                                                                              1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               MANHOLE                                                                                                                                                                            50% Design Plans                        05-20-2026
                                                                                                                                           114
                                                                                                                                                                                                                                                                                                                                                               EXISTING PARCEL SIZE: 2.8 ACRES
                                                                                      SW CORNER OF
                                                                                  114                                                         5                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RIM=1144.62                                                                                                                                                                        Preliminary Plat &
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        GATE                                                                                                           24" RCP           114                                   S INV=1137.54                                                                                                                                                                      Preliminary CDs                         07-10-2026
                         >>                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ELECTRIC                                                                                                                         SE INV=1138.00
                                                                                                                                                                                                                                                                                                                                                                                                                          R-3
                                                                          l
                                               >                                                        1142                                                                                                                                                                                   CATCH BASIN                                                                                                                                                                                                                                     CABINET                            11
                                                                                                                                                                                                                                                                                                RIM=1143.72
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >>                                                          E INV=1138.99
                                                                                                                                1143                                                                                                                                                                                                                                                                                                                                                                                                    GAS LINE (GOES
                                                                                                                                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
                                                                                                                                                                                                                                                                                               1145                                                                                                                                                                           190.32 S89°22'52"E                                       B-03
                         >> 24" RCP
                                                                          l                                                           43
                                                                                                                                                                                                                                                                                                    TNH=1147.60                                                                                                                                                                                                                                                         TNH=1146.93
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1145
     SANITARY                                                                                                                                                                                                                                                                                      FO
                                                                                                                                                                                                                                                                                                                              FO                                                  FO                                      FO                         FO                       FO                                                           UTILITY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1145
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   VAULT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FO

                                                                                                                                                                                                                                                                                                                                                                                                                      >>                             >>                     >>                          >>                        >>                 >>                       >>                                                      >>
                                               >                                                                                                                                                                                                                                                                                                                                                                                                                                                                             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
                                                                                                                                                                                                                                                                                                         11                                                                                                                                                                                                                                                                                                                                                                                                   S INV=1138.50
 S INV=1136.39
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        R-2
                                                                                                                                                                                                                                                                                                                                                                                                                               THE NE CORNER OF THE WEST 10.00 FEET

 N INV=1136.39                                                                    OF BLOCK 2
                                                                                                                                                                                                                                                                                                                                                                                                                               OF LOT 8, BLOCK 2, CLARK'S ADDITION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           R-2                  N INV=1141.35
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               R-2
                                                                                                                                                                                                                                                                                              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: RH
 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: 07-10-2026
                                                                                     LOT 17, BLOCK 2
                                                                                                                                                                                                                                                                                                                                                                   140.45
                                                                                                                                               E INV=1138.05
                                                                                                                                               W INV=1137.05                                                                                                                                                                                                                                                                      R-2                                                                                                                                                                                                                                                                                                                                                                                                                             Submittal Phase: Preliminary
                                                                                                                                                                                                                                                                                                                                                                 N00°52'36"E                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Plat & Preliminary CDs

                                                                                                                                                                                                                                                                                                                       THE EAST LINE OF THE WEST
                                                                                                                                                                                                                                                                                               FO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SHEET TITLE

                                                                                                                                                                                                                                                                                                                       10.00 FEET OF LOT 8, BLOCK 2

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Existing
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Existing Parcels per
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Goodhue County

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Conditions -
                                                                                                                                                                                                                                                                                              FO                      7
                                                                                                                                                                                                                                                                                                                  114




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Overall
                                                                                                                                                                                                                                      FO               FO


                                                        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

                                                                                                                                      R-2                                       R-2
                                                                                                                                                                                                                                                11
                                                                                                                                                                                                                                                                                                        1148                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          30 scale
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     C1.0
                                                                                                                                                                                                                                                  48
                                                                                                                                                                                                                         R-3                                      R-2                                                  R-2                                                                                                R-2                                               R-2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  N                                                       Know what's below.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0              30                 60           Call before you dig.              Copyright Land & Resource Consulting
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     59
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                >>                                                                                                              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
                                                                                                                                                                                                8" C
                                                                                                    SANITARY
                                                                                                      11       MANHOLE                                                                     >
                                                                                                                                                                                                                                                                                                                                          8
                                                                                                        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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          >>
                                                                                                                                                                                                          BLOCK                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     S INV=1133.35                                                  6.      Emergency access through the construction areas shall be maintained throughout the course of
                                                                                                           S INV=1130.73
                                                                                                          SE 113
                                                                                                                9
                                                                                                             INV=1129.64
                                                                                                                                                        11
                                                                                                                                                         39                                             PLANTER
                                                                                                                                                                                                            11
                                                                                                                                                                                                              38                                                                                                                                                                                           113                                                                                                                                                                                                                                                                                                                                                      N INV=1133.01                                                          construction.                                                                                                        Kenyon II Housing, LLC
                                                                                                                                                                                                                                                                                                                                                                                                              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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RIM=1140.03                                                               Restore all disturbed utilities or coordinate repair/replacement with the utility service providers.
                                                                                                                                                                                                     3                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           S INV=1135.35
                                                                                                                                                                                                11
                                                                                                                                                                                                   4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           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                                                                                                                                                                                                                                                                                                                                                                                                                >>                                                                                                                                                                                                                                                                            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                                                                                                                                                                                  Randall C. Hedlund
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            TI
                                                                                                                                                                                   43




                                                                                                                                                                                                                                                                                                                                                                                                                            XXXXXXXXXXXXXXXXXXXXXX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RIM=1140.11                                                                                                                                                                                    MN. Lic. No. 19576

                                                                   REMOVE BUILDING AND ALL
                                                                                                                                                                                                                                                                                                                                                                                                                   114
                                                                                                                                                                                                                                                                                                                                                                                                                      2                                                                                                                                                                                                                                                       8 ft
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 N INV=1133.44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 S INV=1133.70                                                                                                                                                                                                 ON
                                                             ASSOCIATED ITEMS INCLUDING BUT                                                                                                                                                                                                                                                                                                                                        >>                                                                                                                                                                                                                                                                                                                            SE INV=1133.46                                                     Existing Conditions Legend                                                                                                  Date:
                                        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                                      50% Design Plans                        05-20-2026
                                                                                                                                                                                                                     TV ANTENNA
                                                                                                                                                                                                                                                                                                                                                                                                                       11
                                                       43                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Preliminary Plat &
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Overhead Electric                              Hydrant
                                                       11




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          STATE STREET
                                                                                                                                                       1143                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          >>                                                                                                                                                               OHE                                                                                                       Preliminary CDs                         07-10-2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CATCH BASIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RIM=1139.81                                                                           GAS        Underground Gas                                Water Valve
                                                                                                                                                                                                                                                                                                                                                                                                    RAMP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        41                      E INV (4" POLY)=1136.81                                    OH
                                                                                                                                                                                                                                                                                                                                                                                                                             >>                                                                                                                                                                                                                                                                                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                                          Existing Tree
                                    3                                                                                                                             1144                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          N INV=1137.26             OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                W INV=1137.09                                                                                    Retaining Wall

                                        1144                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           E                                                                                      Asphalt
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             114                                                                                X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >>                                          2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Concrete
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         HE
                                                                                                                                                                                                                                                                                                                                                                                                                       1143
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                42                                      O
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Gravel



                                                                                                                                                                                                                                                                                                                                                                              OVERHANG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                STORM
                                                       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                                                                                                                                                                                                                                                                                                                                                                                                                           114                                              SE INV=1138.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                E INV=1138.99                                                                                     Asphalt Removal
                   REMODELED 20 UNIT                                       CATCH BASIN                                                                                                                                                                                                                                  FINISH FLOOR                              ELECTRIC                                                                                                                                                                                                                                                                                                                                                                                      W INV=1138.16
                                                                                                                                                                                                                                                                                                                                                                                                                   11                                                                                                                                                                                                                                                                >>                                                                                                                                                                                                                                                                                     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                                                                                    Concrete Removal
                    MULTI-FAMILY BLDG                                      S INV=1139.62                                                          BUILDING = 1144.98                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Review By: RH
                                                                                                                                                                                                                                                                                                                                                      GAS LINE (GOES                                                                                                                                                                                                                                                                                                              8
                                                                                                                                                                                                                                                                                                                                                     UNDERGROUND)                                                                                                                                                                                                                                                                                                                                                                                           CATCH BASIN                                                                                          Building Removal                                                                               Project # : 26013
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      >>                                         4                          RIM=1143.86                                         X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Submittal Date: 07-10-2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                114
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            W INV=1139.86
                                                                                                                                                                                                                                                                                                                         1145
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               11                                                                                                                       //////////////////////// Curb Removal                                                                                   Submittal Phase: Preliminary
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Plat & Preliminary CDs
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                44
                                                                                                                               / // / // / / / // / // / / / // / // / / / // / // / / / // / // / / / // / // / / / // / // / / / //
                                                                                                                                                                                                                                 1145 / // / / / // / // / / / // / // / / / // / // / //// / // / //// /                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Retaining Wall Removal



                                                                                                                     // / ///// // / //// /                                                                                                                                                             / //// / / / / / / / // /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      >>                                                                                                                                                                         Sawcut
                                                                  1145                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SHEET TITLE
                                                                                                                                                                                                                                                                                                                                                                                                    1145                             /////                                                                                                                                                                                                                                                                                                                                                                                              XXXXXXXXXXXX Utility Removal
                                                                  FO
                                                                                 FO                FO                      FO                                FO             FO             FO               FO                      FO               FO                                                                                                      UTILITY
                                                                                                                                                                                                                                                                                                                                                                1145 VAULT


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Ex. Conditions
                                                                                                                                                                                                                                                                          FO                                                                                                                                                / //
                                                                                                                                                                                                                                                                                                                                                                                                        ///
                                                                                                                                                                                                                                                                                        FO                                                                                               FO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Structure Removals
                                                                                                                                                                                                                                                                                                                     FO

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               >>
                                                                                                                                                                                                                                                                                                                                                                    FO

                                                                                                                                                   >>                            >>                  >>                      >>                            >>                     >>                                               / /// / /// / /// / /// / /// / ////////// / /// / /// / / / / / / / >>
                                                                                                                                                                                                                                                                                                                     >> / /// / ///>>                    >>                   >>
                                                                                                                                                                                                                                                                                                                                           FO
                                                                                                                                                                                                                                                                                                                                           FO
                                                                                                                          /                                                                                                                                                                                        / ////////
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         18" RCP
                                                        FO
                                                                                               l                 l                                 l                                  l                l                l                   l                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Tree Removal
                  l         l           l          l                   l                                                                                                                                                                                          l                 l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 & Removals -
                                                                                                                                                                                                                                                                                                                  l                             l             l           l                     l                  l                                                                                                                                                                                                                      l                                                      l                      l
                                                                                                         8                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            l                     l             l                l          l             l      l
                                                                                                                                                                      114
                                                                                                                                                                         4
                                                                                                                                                                                                                                                                                                                                                                                     8                                                                                                                                                                                                                                                                                                      >>
                                                                                                                                                         REMOVE CURB TO NEAREST JOINT

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         60

                                                                                                                                                                                                                                                                                                                                                                                                                                                           Proposed Plat Description                                                                                                              DRAWINGS BY

                                                                                                                                                                                                                                                                                                                                                                                                                                                           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 44.67 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
                                                                                                                                                                                                                                                                                                                                      GUNDERSON BLVD.                                                                                                      Kenyon according to the recorded plat thereof.
Proposed Title of Plat                                                                                                                                                                                                                                                                                                                (SECOND STREET)                                                                                                                                                                                                                                          14260 23rd Ave N
                                                                                                                                                                                                                                                                                                                                                                                                                                                           3) The North 44.67 feet of Lot 4 in Block 34, S.A. Bullis' Second Addition to Kenyon according to the recorded plat                Plymouth, MN 55447
                                                                                                                                                                                                                                                                                                                                                                                                                                                           thereof, EXCEPT the West 56.00 feet thereof.                                                                                       Phone: 763-340-0699
Please format per MN State Preliminary Plat standards M.S. Ch. 505                                                                                                                                                                                                                                                                        168.84 S89°26'20"E                                                                                               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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 DRAWINGS FOR
and M.S. § 462.358,                                                                                                                                                                                                                                                                                                                                                                                                                                        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.
                                                                                                                                                                                                                                                                                                                                                                                              12.0 ft

                                                                                                                                                                                                                                                                                                                                                               5' D&U EASMENT

Include per code: current abstract of title or a registered property                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Kenyon II Housing, LLC
certificate along with any unregistered documents and an opinion of                                                                                                                                                                                                                                                                                                                                                                                        Existing Plat Description
title by the subdivider's attorney.            4                                                                                                                                                                                                                                                                                 34                                                                                                                        Parcel A:                                                                                                                          527 Professional Drive
                                                                                                                                                                                                                                                                                                                       CK                                                                                                                                  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                  Northfield, MN 55075


                                                                                                                                                                                                                                                                                                                                                                                                                                DEDICATED FOR STREET PER
                                                                                                                                                                                                                                                                                                                     O
                                                                                                                                                                                                                                                                                                                  BL
                                                                                                                                                                                                                                                                                                                                                                                                                                                           Kenyon according to the recorded plat thereof.                                                                                     Phone: 507-301-1723


                                                                                                                                                                    WEST AVENUE
                                                                                                                                                                                                                                                                                                                                                                                                                                                           2) All of Lots 5 and 6 in Block 34 of S.A. Bullis' Second Addition to Kenyon and Rearrangement of Block 29 of
                                                                                                                                                                                                                          8                                                                                                                                                                                                                                Bullis' Second South Side Addition to Kenyon according to the recorded plat thereof.


                                                                                                                                                                                                                                                                                                                                                                                                                                 BOOK 52 M.R., PAGE 4-5
                                                                                               33                                                                                                                                                                                                                            7
                                                                                                                                                                                                                                                                                                                                                                                                                                                           3) All of Lot 4 in Block 34, S.A. Bullis' Second Addition to Kenyon according to the recorded plat thereof, EXCEPT                          PROJECT
                                                                                       K                                                                                                                                                                       190.35                                                                                             AT                                                                                       the North 31.00 feet of the West 56.00 feet thereof. Also EXCEPT the West 43.00 feet of said Lot 4.
                                                                                                                                                                                                                                                                                                                                                               PL
                                                                                                                                                                    (VACATED)
                                                                                      C                                                                                                                                                                                                                                                                                                                                                                    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
                                                                                    LO                                                                                                                                                                       S00°54'30"W                                                                                               6                                                                                   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.
                                                                                                                                                                                                                                  WEST LINE OF THE
                                                                                B                                                                                                                                                                                                                                                                   L                                                                                                                                                                                                                                    Kenyon Crossings
                                                                                                                                                                                                                                                                                                                                                 NA                                                                                                        Bullis' Second Addition to Kenyon. All in the City of Kenyon, Goodhue County, Minnesota.
                                                                                                  3                                                                                                                                                                                                                                           IGI
                                                                                                                                                                                                                                                                                                                                            R
                                                                                                                                                                                                                                  EAST 19.00 FEET OF LOT 8
                                                                                                                                                                                                                                                                                                                                        O                                                                                                                  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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Kenyon, MN
                                                                                                                                                                                                                                                                                                                                                                                                                                                           recorded plat thereof, lying Southerly of the North 31.00 feet thereof.                                                             Goodhue County
                                                                                                                                                                                                                                                                                                                                  Proposed Plat Area                                                                                                       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,

                                                                                                                                                                                                                                                                                                                                                                                                    S00°51'16"W
                                                                                                                                                                      ADD 10' D&U
                                                                                                                                                                                                                       VACATED                                                ALLEY                                               47,552 sf / 1.1 acres                                                                                                    according to the recorded plat thereof.                                                                                                CERTIFICATION
                                                                                                                                                                                                                                                                                                                                                                       A
                                                                                                                                                                      EASEMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                           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.                   I hereby certify that this plan, specification, or
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    report was prepared by me or under my
                                                                                                                                                                                                                                                                                                                                                                                                                                                           4) That part of Third Street in S.A. Bullis' Second Addition to Kenyon, according to the recorded plat thereof,
                                                                                                                                                                                                                                                                                                                                                                                                    298.86                                                 described as follows: Beginning at the Southwest corner of Lot 1 in Block 34 of said S.A. Bullis' Second Addition                   EL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    direct supervision and that I am a duly

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CO N IM
                                                                                                                                                                                      EAST LINE OF THE WEST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Licensed Professional Engineer under the




                                                                                                                                                                                                                                                                                                                                                                                                                      STATE STREET
                                                                                                                                                                                                                                                                                                                                                      L
                                                                                                                                                                                      56.00 FEET OF LOT 4
                                                                                                            ADD 10' D&U
                                                                                                                                                                                                                                                                                                                                      N                                                                                                                    to Kenyon; thence North 89 degrees 58 minutes 19 seconds East, (assumed bearing) along the South line of Lots            laws of the State of Minnesota.
                                                                                                                                                                                                                                                                                                                                                   E
                                                                                                                                                                                                                                                                                                                                   IO
                                                                                                                                                                                                                                                                                                                                                RC                                                                                                                                                                                                                                        NS OT IN
                                                                                                            EASEMENT                                                                  SOUTH LINE OF THE NORTH
                                                                                                                                                                                      31.00 FEET OF LOT 4
                                                                                                                                                                                                                                                                                                                               I T                                                                                                                         1, 2, 3, and 4, Block 34, a distance of 235.00 feet; thence South 00 degrees 15 minutes 16 seconds West, 66.00
                                                                                                                                                                                                                                                                                                                                            PA                                                                                                                                                                                                                                              TR FO AR
                                                                                                                                                                                                                                                                              13.67' N0°50'43"E
                                                                                                                                                                                                                                                                                                                             D
                                                                                                                                                                                                                                                                                                         AD
                                                                                                                                                                                                                                                                                                                                                                                                                                                           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
                                                                                                                                                                                                                                                                                                       D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              UC R Y
                                                                                                                                                                                                                                                                                                                                                                                                                                                           and 31 of S.A. Bullis' Second Addition to the City of Kenyon, according to the recorded plat thereof; thence South
                                                                                                                                                                                                                                                                                                     2N
                                                                                                                                                         16.98                           69.00                                                                                                                                                                                                                                                                                                                                                                                      PR
                                                                                                                                                                                                                                                                                                                                                                                                                                                           89 degrees 58 minutes 19 seconds West, along the North line of said Block 2 a distance of 234.90 feet to the             Randall C. Hedlund
                                                                                                                                                                                                                                                                               LIS
                                                                                                                    187.21                            S00°56'28"W                     S89°24'35"E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                TI
                                                                                                                                                                                                                                                                                                                   31.01' N89°24'35"W                                                                                                                                                                                                                                               MN. Lic. No. 19576
                                                                                                                 N89°22'52"W                                                                                                                                                 L                                                                                                                                                                             Northwest corner of said Block 2; thence North 00 degrees 10 minutes 03 seconds East, 66.00 feet to the point of
                                                                                                                                                                                                                       4                                                   BU                                                                                                                                                                              beginning.                                                                                                                              ON
                                                                                                                                                                                                                                                              SA
                                                                                               NORTH LINE OF THE SOUTH

                                                                                                                                                                                                                                                                               20.0 ft
                                                                                               92.00 FEET OF LOTS 1,2&3


                                                                BURIED
                                                                                                                                                                                                                                                                                                                         5                                                 6                                                                               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     Date:

                                                                UTILITY PIPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                           and Replat of Blocks 30 and 31 of S.A. Bullis' Second Addition to the village (now City) of Kenyon, according to
                                                                                                                                                                                                                                                                                                                                      ADD 10' D&U
                                                                                                                                                               PROPOSED LOT LINE                                                                                                                                                      EASEMENT                                                                                                             the recorded plat thereof. EXCEPT that part of said Lots 11, 12, 13, 14, 15, 16 and 17, Block 2; described as                            ISSUED FOR
                                                                                                                                                                                                                                                                                         34                                                                                                                                                                follows: Beginning at the Southwest corner of said Lot 17, Block 2; thence North 89 degrees 57 minutes 14
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ISSUE / REVISION                        DATE
                                                               1                                                                                                                                                                                                                                                                                                                                                                                           seconds East, (assumed bearing) along the South line of said Block 2, 163.84 feet; thence North 00 degrees 00


                                                                                                                                                                                                                                                                                              94.80' N0°55'54"E
                                                                                                                                                                                                                                                                                                                                                                                                                          66
                                                                                                 2                                                                                                                                                                       K




               HUSETH STREET
                                             SW CORNER OF                                                                                                                                                                                                              C                                                                                                                                                                                   minutes 00 seconds East, 67.53 feet; thence South 90 degrees 00 minutes 00 seconds West, 48.25 feet; thence              50% Design Plans                        05-20-2026
                                                                                                                                                      3                                                                                                              O
                                                                                                                                                                                                                                                               BL
                                                                                                                                                                     ADJ PROPERTY LINE
                                                                                                                                                                                                                                                                                                                                                                                                                                                           North 00 degrees 00 minutes 00 seconds East, 6.17 feet; thence South 90 degrees 00 minutes 00 seconds West,              Preliminary Plat &
                                             LOT 1, BLOCK 34                                                                                                                                                                                                                                                                                                                                                                                               3.33 feet; thence North 00 degrees 00 minutes 00 seconds East, 5.00 feet; thence South 90 degrees 00 minutes             Preliminary CDs                         07-10-2026
                                                                                                                                                                                                                                                                                                                                 5' D&U EASMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                           00 seconds West, 112.18 feet to the West line of said Lot 17, Block 2; thence South 00 degrees 03 minutes 22
                                                                                                              Remnant Parcel Area                                                                                                                                                                                                                                                                                                                          seconds West, along said West line 78.83 feet to the point of beginning. All in the City of Kenyon, Goodhue
                                                                                                               76,012 sf / 1.7 acres
                                                                                                                                                                                                                                                                                                                                                DEDICATE PUBLIC ROW
                                                                                                                                                                                                                                                                                                                                                                                                                                                           County, Minnesota.

                                                                                                                                                                                                                                                                                                                                                                                                                                                           Abstract Property
                                                                                                                                                  B                                                                         12.0 ft
                                                                                                                                                                                                                                                                                                                                                                                12.0 ft                                                                    Parcel C:
                                                                                                                                        EL
                                                                                                                                                                                                                                                                                                                                                                                                                                                           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.
                                                                                                                                                                                                                                                                                                                                                                                          12.0 ft
                                                                                                                                                                                                                                                                                                                                 190.32 S89°22'52"E

                                                                                                                               ARC                                                                                                                                                                                                                                                                                                                         Bullis' Second Addition to the Village (now City) of Kenyon, according to the recorded plat thereof, described as
                                                                                                                              P                                                                                                                                                                                                                                                                                                                            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
                                      297.74                                   VACATED                            THIRD                           ST.                                                                                                                                                                                                                                                                                                      seconds East, 67.53 feet; thence South 90 degrees 00 minutes 00 seconds West, 48.25 feet; thence North 00
                                                                                                                                                                                                                                             66.00
                                   S00°54'05"W
                                                                                                                                                                                                                                                                                                                                                                                                                  UNDERLYING                               degrees 00 minutes 00 seconds East, 6.17 feet; thence South 90 degrees 00 minutes 00 seconds West, 3.33
                                                                                                                             UTILITY & DRAINAGE EASEMENT                                                                                  S00°54'05"W                                                                                                                                                             PLAT LINEWORK                            feet; thence North 00 degrees 00 minutes 00 seconds East, 5.00 feet; thence South 90 degrees 00 minutes 00
                                                                                                                             PER DOC. NOS. A92415 & A95423                                                                                                                                                                                                THIRD STREET                                                                                     seconds West, 112.18 feet to the West line of said Lot 17, Block 2; thence South 00 degrees 03 minutes 22
                                                                                                                                    (EX. NOS. 11 & 12)                                                                                                                                                                                                                                                            TYP.
                                                                                                                                                                                                                                                                                                                                                                                                                                                           seconds West, along said West line 78.83 feet to the point of beginning. All in the City of Kenyon, Goodhue
                                                                                                                                         NORTH LINE
                                                                                                                                         OF BLOCK 2
                                                                                                                                                                                                                                                                                                                                                                                                                                                           County, Minnesota.



                                     NW CORNER                                                                                                                                                                                                                             THE NE CORNER OF THE WEST 10.00 FEET
                                                                                                                                  CHECK TO SEE IF
                                     OF BLOCK 2
                                                                                                                                                                                                                                                                           OF LOT 8, BLOCK 2, CLARK'S ADDITION
                                                                                                                                  THERE IS EXIST
                                                                                                                                  STREET EASEMENT
                                                                                                                                  THROUGH HERE -
                                                                                                                                                  2
                                                                                                                                  SHOW ON PLAT IF IT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SUBMITTAL INFO
                                                                                                                                  EXISTS
                                                                                                                                        C K
                                                                                                                                      O                                                                                                                                                                                                                                                                                                                                                                                                                                             Review By: RH
                                                                          16              15               14
                                        WEST LINE OF
                                                                                                                                   BL                                                                                                                                                                                                                                                                                                                                                                                                                                               Project # : 26013
                                                                                                                                                                                              ON                                                                                                                                                                                                                                                                                                                                                                                    Submittal Date: 07-10-2026
                                        LOT 17, BLOCK 2
                                                               17                                                                                                                         ITI                                           140.45
                                                                                                                                                                                    D                                                                                                                                                                                                                                                                                                                                                                                               Submittal Phase: Preliminary
                                                                                                                                             12                                   AD                                                  N00°52'36"E                                                                            5              4                                                                                                                                                                                                                                       Plat & Preliminary CDs
                                                                                                                      C 13                                11                                                                                                          7                       6
                                                                                                                                                                                       THE EAST LINE OF THE WEST
                                                                                                                                                                    10            9                                                                                                                                                                                                                                                                                                                                                                                                                 SHEET TITLE
                                                                                                                                                             K'S
                                                                                                                                                                                       10.00 FEET OF LOT 8, BLOCK 2
                                                                                       ADD 5' D&U EASEMENT
                                                                                                                                                            R                                                                                 8                                                ADD
                                                                                                                                                      C   LA                                                                                                                                   10'
                                                                                     EL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Preliminary
                                                                                                                                                                                                                                                                                               D&U
                                                                                  RC
                                                                               PA
                                                                                                                                                                                                                                                                                               EASEM

                 SW CORNER OF
                                                                                                                                                                                                                      10.0 ft
                                                                                                                                                                                                                                                                                               ENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Plat
                 LOT 17, BLOCK 2
                                                                                                          SOUTH LINE OF BLOCK 2

                                                                                           ALLEY                                       235.06
                                                                                                                                     N89°24'46"W

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SHEET NUMBER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      30 scale
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               N                                                      Know what's below.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       C2.0
                                                                                                                                                                                                                                                                                                                                            NOTE OTHER                                                                                                                                                    0                30               60        Call before you dig.                    Copyright Land & Resource Consulting

                                                                                                                                                                                                                                                                                                                                            ADJOINIGN PLATS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    61

                                                                                                                                                                                                                                                                                                                                                                                                                                            General Site Notes                                                                                                               DRAWINGS BY

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

                                                                                                                                                                                           GUNDERSON BLVD.                                                                                                                                                                                                                                  2.    Dimensions are to outside foundation wall, back of curb or edge of bituminous pavement unless noted

                                                                                                                                                                                           (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
                                                                                                                                                                                                                                         ADJUST ROW
                                                                                                                                                                                                                                                                                                                                                                          REALIGN WALK                                                                                                                                                                                   Plymouth, MN 55447
                                                                                                                                                                                                                                                                                                                                                                                                                                            4.    Building and structure dimensions are approximate. Architectural and structural plans shall be utilized to             Phone: 763-340-0699
                                                                                                                                                                                                                                                                                                                                        9.6 ft                                                                                                    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
                                                                                                                                                                                                                                                                                                                      12.0 ft
                                                                                                                                                                                                                   11.9'                                                                                                                                                                                                                          construction.

                                                                                                                                                                                                                                                                                                                                                5.1'                                                                                        6.    City infrastructure shall be built in accordance with City of Kenyon material and construction methods. In
                                                                                                                                                                                                                                                                                                                                        5.0                                                                                                       the event of a discrepancy, the City Standards shall govern.                                                 Kenyon II Housing, LLC
                                                                                                                                                                                                                   18.0'                                                                                                                    '

                                                                                                                                                                                                                                                                   R4                                                                                                                                                                       7.    Improvements within the County right-of-way shall be constructed in accordance with County Construction
                                                                                                                                                                                                                                                                      2.0
                                                                                                                                                            SBL                     SBL                 SBL                   SBL                SBL         SBL          '                                                                                                                                                                       Standards. In the event of a discrepancy, the County Standards shall govern.                                           527 Professional Drive
                                                                                                                                                                       R3 4                                        5.0'                                                                                                                                 R8
                                                                                                                                                                            .0'                                                                                                                                                                            .0   '                                                                                                                                                                                                         Northfield, MN 55075
                                                                                                                             21
                                                                                                                                                                                                                                                                                                                                ONE-WAY
                                                                                                                                                                                                         PRIVATE                                                                                   R20                                                                                                                                                                                                                                                                   Phone: 507-301-1723
                                                                                                                                                                                                                                                                                                       .0'
                                                                                                                                                                                                    RETAINING WALL                                                           SBL


                                                                                                                                                                                                                                                                                                                                EXIT ONLY
                                                                                                            SBL                                   SBL
                                                                                                                                                                                                    MODULAR BLOCK                                                                                                                                           '                                                                               Zoning & Setback Summary
                                                                                                                                                                                                    W CAP                                                                                                                                                 .0
                                                                                                                                                                                                                                                                                                                                                       R8                                                                                   Existing Zoning Designation: R-3 Multi-Family Residence                                                                               PROJECT
                                                                                                                                                                                                                                                                                                                                 5.0'
                                                                                                                             21.0'                                                                                                                                                                                                                                                                                                          Minimum Lot Size: 2,700 sf / unit @ 36 units = 97,200 sf / 2.2 ac
                                                                                                                                                                                    B-01
                                                                                                                                                                                                                                                                             SBL

                                                                                                                                                                                                                                                                                                                                                                                                                                            Minimum Lot Width: 75'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Kenyon Crossings
                                                                                                                            9.0'                  SBL

                                                                                                                       '
                                                                                                                                                                                                                                                                     7.4'                                                                                                                                                                   Maximum Height: 45'
                                                                                                                   75°
                                                                                                                                                                                                                                                                                    4.9'                                        5.0'
                                                                                                                                                                                                                                                                             SBL                                                                                                                                                            Building Setback Requirements:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Kenyon, MN
                                                                                                                                                 SBL                                                                                                                                                                                                                                                                                        Front Yard: 30'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Goodhue County
                                                                                                                                                                                                                                                                                                                                                                                                                                            Rear Yard: 30'
                                                                                                                                                                                                                                                                                                                                                                                                                                            Side Yard (Interior): 10'
                                                                                                         5.0'                                                                                                                                                            SBL
                                                                                                                                                                                                                                                                                                                                                                                                                                            Side Yard (Street): 30'                                                                                                          CERTIFICATION
                                                                                                                                                                        '
                                                                                                                                                 SBL
                                                                                                                                                                     6.1                                                                                                                                                                                                                                                                                                                                                                                       I hereby certify that this plan, specification, or
                                                                increase this to 19'                                                                                                                                                                                                                                                                                                                                                        Parking Setback Information                                                                                        report was prepared by me or under my
                                                                                                                           30.0'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          EL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               direct supervision and that I am a duly
                                                                where possible
                                                                                                                                                                                                                                                                                                                                                                                                                                            Rear Yard: 6'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CO N IM
                                                                (adjacent to
                                                                                                                                                                                                                      CONCRETE STEPS W                                   SBL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Licensed Professional Engineer under the
                                                                highlighted line)                          SBL                                                                                                                                                                     5.0'      11.9'               5.5'                                                                           EXISTING                                    Side Yard: 5'                                                                                                      laws of the State of Minnesota.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     NS OT IN
                                                                                                                                                 SBL
                                                                                                                                                                                                                      ALUM. GUARDRAILS                                                                                                                                                          BUILDING                                    Access drives may be placed adjacent to property lines when paved
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       TR FO AR
                                                                                                                                                                                                                      BOTH SIDES
     GUNDERSON
                                                                can reduce offset
                                                                from west PL to 4'

       HOUSE                                                                                                                                                                                                                                                             SBL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PR        UC R Y
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Randall C. Hedlund

                                                                                                                                                SBL
                                                                                                                                                                                                                                                                                                                                                                                                                                            Area Summary                                                                                                                   TI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               MN. Lic. No. 19576
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ON
                                                                                                                                                                                                                                                                                                                                                                                                                                            Existing:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Date:
                                                                                                                                                                                                                                                                                                                                                                    Retaining Seat Wall                                                     Pervious:        13,649 sf         0.31 ac      28.8%
                                                                                                                                                                                                                                                                        SBL
                                                                                                                                                                                                                                                                                                                                                                    (20"H)                                                                  Impervious:      33,713 sf         0.77 ac      71.2%                                                                              ISSUED FOR
                                                                                                                                                SBL
                                                                                                                                                                                                              APARTMENT BUILDING                                                                                                                                                                                                            Total            47,362 sf         1.09 ac     100.0%
                                                                                                                                                        R66.0'                                                                                                                       6.0'                      7.3'
                                                                                                                                                                            5.8'                                   36 UNITS                                                                                                                                                                                                                                                                                                                                    ISSUE / REVISION                        DATE
                                       move trash inclosure to
                                                                                                                                                                                                                  (3 STORIES)                                                                                                                                                                                                               Proposed:                                                                                                          50% Design Plans                        05-20-2026
                                       somewhere on rear/side
                                                                                                                                                                                                                                                                        SBL                                                                                                                                                                                                                                                                                    Preliminary Plat &
                                                                                                                                                                                                                                                                                                                                                                                                                                            Pervious:        14,416 sf         0.33 ac      30.4 %




                                                                                                                                                                                                                                                                                                                                                                      STATE STREET
                                       of building                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Preliminary CDs                         07-10-2026
                                                                                                                                                SBL                                                                                                                                                                                                                                                                                         Impervious:      32,946 sf         0.76 ac      69.6%
                                                                                                                                                          R84.0'                                                                                                                              30.0'
                                                                                                                                                                                                                                                                                                                                                                                                                                            Total            47,362 sf         1.09 ac     100.0%
                                                                                                         SBL
                                                                                                                                                                                                                                                                                                                                                                                                                             X
                             adjust lot line to account                                                                                                                                                                           NO SIDEWALK
                             for this setback only                                                                                                                                                                                EASMENT                               SBL
                                                                                                                                                 SBL                   SBL
                             needs to be 10'
                                                                                                                                                                                                                                                                                                                                  21                                                                                                        Parking Summary
                                                                                                                                                                                     SBL                                                                                       5.0'         11.9'              5.5'
                                                                                                                                                                                                                                                                                                                                                                                                                                            Required Parking
                                                                                                                                                                                                                                                                                                                                                                                                                             X
                                                                                                                           6.0'
                                                                                                                                                                                                                                                                       SBL                                                                                                                                                                  2 stalls / unit                                      38 stall calualtion
                                                                                                                                                                                                                                                                                                                                                                                                                                            36 units = 72 parking stalls                         needed
                                                                                                           15.1'                                                                                                      CONCRETE STEPS W
                                                                                                                                                                                     SBL                              ALUM. GUARDRAILS                                                                                                                                                                                                      Provided Parking
                                                                                                                              21.0'
                                                                                               B-02                                                                                                                   BOTH SIDES
                                                                                                                                                                                                                                                                       SBL                                                                                                                        SHARED PARKING LOT
                                                                                                                                                                                                                                                                                                                                                                                                                                            Standard Surface Stalls: 65 ea.
                                                                                                           14.9'                                                                                        B-04                                                                                                                                                                                                                                Accessible Surface Stalls: 3 ea.                                     76 parking stalls
                                                                                                                                                                                                                                                                                                                                                                                                                             X
          SBL                                                                                                                                                                                                                                                                                                                                                                                  NEW 36-UNIT APT = 20 STALLS
                 SBL   SBL             SBL                SBL            SBL             SBL                SBL
                                                                                                                                                                                                                                                                                                                                                                                               GUNDERSON APTS = 9 STALLS                    Total Surface Stalls: 68 ea.                                         needed
                                                                                                                                                                                     SBL                                                                                                                                                                                                                                                                                                                         Variance is for 8 stalls
                                                                                                                                                         18.0'                                                                                                                       7.3'
                                                                                                                                                                                                                    CONTRACTOR SHALL
                                                                                                                                                                                                                                                                       SBL
                                                                                                                                                                                                                                                                                                                                                                                          20                                                Legend
                                                                                                                                                                                                                                                                                                                                                                                                                             X

                                                                                                                                                                                                               COORDINATION CONCRETE
  GUNDERSON APTS                                                                                                                  SBL
                                                                                                                                                                                                                PORCHES AND CONCRETE
                                                                                                                                                                                                                                                                                                                                20.0'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Building Setback line
                          GUNDERSON APTS                                                                                                10.0'                30.0'                   SBL                                                                                                                                                                                                                                                               SBL

 REMODELED 20 UNIT       REMODELED 20 UNITADJUST ROW
                                                                                                                                                                                                                DOOR APPROACHES WITH
                                                                                                                                                                                                                                                                              5.0'         11.9'
                                                                                                                                                                                                                                                                                                                        9.0'                                                                                                                                             Sidewalk and Shared Access Easement
                                                                                                                                                                                                                 ARCHITECTURAL PLANS                                   SBL                                     5.5'                                                                                                              EXISTING
NE-STORY WOOD FRAMED   ONE-STORY WOOD FRAMED                                                                                                                                                                                    (TYP)                                                                                                                                                                                            BUILDING                                Bituminous                                                                                        SUBMITTAL INFO
                                                                                                                                  SBL
  MULTI-FAMILY BLDG       MULTI-FAMILY BLDG                                                                                                                                                                                                                                                                                                                                                                                  X
                                                                                                                                                                                                  SBL                  SBL                 SBL         SBL                                                                                                                                                                                                               Concrete
                                                                                                                                                                             5.0'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Review By: RH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Open Space / Pervious Area
                                                                                                                                                                                                                              6.0'                                                                                                                                                                                                                                                                                                                             Project # : 26013
                                                                                                                                                                                                                                                                               22.0'
                                                                                                                               SBL                                                                                                                                                                                                                                                                                                                                                                                                                             Submittal Date: 07-10-2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                                ##
                                                                                                                                                                                                                                                                                                                                                                                                                             X
                                                                                                                                                                                                    30.0'                                                                                                        12.0 ft
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Parking Count
                                                                                                                                                                                                                                                                       TRASH                                                                            EXISTING                                                                                                                                                                                               Submittal Phase: Preliminary
                                                                                                         5.5'                                                                                                                                                                                        13.3'
                                                                               12.0 ft                                                                                                     5.0'                                              5.5'                    ENCLOSURE                                                                          ELEC                                                                                                                                                                                                   Plat & Preliminary CDs
                                                                                                                                                                                                                                                                                                     12.0 ft
                                                                                                                                                                                                                                                                                                                                        5.0'
                                                                                               9.0'                                                                                                                        9.0'                                                                                                                         TRANSFORMER

                                                                                                 20.0'
                                                                                                                                                5.0'
                                                                                                                                                             ONE-WAY
                                                                                                                                                                                                               4              20.0'
                                                                                                                                                                                                                                                       B-03                    21.3'                                                                                                                                                                                                                                                                                           SHEET TITLE
                                                                                                                                                            ENTRANCE
                                                                                                                                                              ONLY                                                                                                                                                                              ft
                                                                                                                                                         R1
                                                                                                                                                                               '
                                                                                                                                                                             0.0
                                                                                                                                                                                                                                                                                                                                        11
                                                                                                                                                                                                                                                                                                                                          .4            ENCLOSURE
                                                                                                                                                          0.0               R1                                                                                                                                                                          SEE ARCH

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Site Plan
                                                                                                                                                            '
                                                                                                                                                                                                                                                                                                                                                        PLANS
                                                                                                                                                SHARED PARKING
                                                                                                                                            NEW 36-UNIT APT = 6 STALLS
                                                                                                                                            GUNDERSON APTS = 4 STALLS

                                                                                                                                                                                                                                      THIRD STRE can
                                                                                                                                                                                                                                                ET   replace this area with
                                                                                                                                                                                                                                                 add'd/replacement parking
                                                                                                                                                                                                                                                                                                                                 lDIRECTIONAL RAMPS
                                                                                                                                                                                                                                                                                                                                 DESIGN ALL PUBLIC WALKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SHEET NUMBER
                                                                                                                                                                                                                                                                                                                                 AND RAMPS IN ACCORDANCE
                                                                                                                                                                                                                                                                                                                                 WITH MNDOT STANDARDS,                                                                                                                                                  20 scale
                                                                                                                                                                                                                                                                                                                                 ADD STD PLAN 5-297.250 TO
                                                                                                                                                                                                                                                                                                                                 DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    N                                                 Know what's below.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  C2.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             0              20              40        Call before you dig.               Copyright Land & Resource Consulting
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    62

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         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                                                                                                                                                                                                                                                                            DRAWINGS FOR
                                                                                                                                                                                   1138                                                                     1138                                                                                                                                                                                                                                                         5.    All erosion control practices shown are to be considered the minimum. Additional erosion control practices,
                                                 11
                                                   38                             11         SF
                                                                                                                                              5:1                                                                                                                     113
                                                                                                                                                                                                                                                                          8
                                                                                                                                                                                                                                                                            10.9%                                                                                                ST                                                            39
                                                                                      38                                                                                                                                                                                                                                                                                                                                                     11                                                                                measures and materials may be necessary to stabilize sediment within the construction site during during
                                                                                                  3:1                                                                                  1139
                                                                                                                                                                                                           1138                                                                                                                                                                                                                                                            40
                                                                                                                                                                                                                                                                                                    113                                                                               SF                                                                                 11                                                    construction.
                                                                                                           39.45                                           39.27       >>                           >> 0.7%                                                                                        1139
                                                                                                                                                                                                                                                                                                        9

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Kenyon II Housing, LLC
                                                                                                                                                                                                                                                                           38.75
                                                                                                                                                                                                                                 >>            1139                                                                                                    >>                                             SF
                                                                                               1139
                                                                                                                                                                                                                                                             >>
                                                                                 11                                                                         11
                                                                                             SF
                                                          39                                                                                                  38                                                                                                                                                                                                 39     113                               (38.33)                                                                                                        6.    All grading, erosion/sedimentation control shall be in accordance with the minimum SWPPP notes on Sheet
                                                                                                                                                                                                                                                                                      >>
                                                                                   39
                                                        11                                                                                                                                                                       3.4%                                                                                                                          11          9
                                                                                                                                                                                       5.1%                                                                                                                          >> 38.50                                         2.1
                                                                                                                                                                                                                                                                                                                                                                        %                      4.4
                                                                                                                                                                                                                                                                                                                                                                                                  %                SF                                                           1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              114
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               3.2.
                                                                                                                                                      1139                                                                                                                                                                                                                                                                  (38.50)
                                                                                                                            1140                                                       1140                                      39.53                  0.8%                   39.27
                                                                                                                                                >>                                                                        2.0%
                                                                                                                                                                                                                                                                                                                             3%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         7.    Infiltration areas shall be protected during the course of construction to prevent migration of sediment into             527 Professional Drive
                                                                                                                                                                                                                                                        >>8.7%
                          GRADE ONTO THE                                                   SF                                                                                                                                                                                    114
                                       114 A                                                   1140                                                                                                                              BW40.13                                             0                                      3.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                114
                                                                                                                                                                                                                                                                            BW40.50                                                                                                                  38F
                                                                                                                                                                                                                                             1138
                                                                                                                                                                                                                                                                                                                                                                       EOF                           S
                          CITY'S PROPERTY 0                    1140
                                                                                                                                                            1140                                                                 TW43.13             1137                                                                                                                               38
                                                                                                                                                                                                                                                                                                                                                                                             .99       .8                                                                          2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               the infiltration areas. Sediment must removed from the basin bottom and the surface shall the roughed and                  Northfield, MN 55075
                          LITTLE TO ALLOW FOR                                                                                            4.4%                                                    0%
                                                                                                                                                                                                                                                                             TW44.00                                        39.05                                                                          7
                          MAX 4:1 SLOPE
                                                                                                                                                                                               2.
                                                                                                                                                                                                   11                                                                                 11.4%
                                                                                                                                                                                                                                                                                                                4: 1                                      1139
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               scarified to achieve the original infiltration rates.                                                                     Phone: 507-301-1723
                                                                                                                                                                                                                                                                                                                                                                                      39       SF
                                                                                                                                                                                                                                                                                                                                                                                                   3.9%
                                                                                                                                                                                                                                                                                                                                                                                                                1.4%
                                                                                                                                                                                       3. 7%          39
1141                                                                                                                                                                                                                      1144
                                                                                                  SBL                                                                                        11                                           9.0%                                                                                                                                          .44 2.6%
                                                                                                                                                                                                                                                                                                                TW44.00 BW40.50
                                                                                           SF                                                                                                  40
                                                                                                                                                >>                                                                                                                                                                                                                                                    39
                                                                                                                                                                                                                                                                                                                                                                                                        .30                                                                                                              8.    Surface stabilization and turf shall meet the following standards:                                                                 PROJECT
                                                                                                                                                                                                                                                                                                                                                                                             SF
                                                                                               6:1                               1141                                                                                                                                                                                                                             1140
                                                                                                                                                                                                                                                                                                                                                                                40.02                             SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Item                                   MnDOT Ref. Spec.
                                                                                                                                                                                              B-01
                                        1141                                                                                             41
                                                                                                                                                                                                                                                                                                                                                                                                                  38
                                                                                           SF                                                                               2.1%                                                                                                                                                                                          5                          39.90           .87
                                                                                                                                   11
                                                                                                                                                                                                                                 114                                                                                           3.2                                    0.4                                                  (38.98)
                                                                                   114
                                                                                      1
                                                                                                                                                                  41.43
                                                                                                                                                                                      TW44.23
                                                                                                                                                                                    11BW42.03                                       1                                                                                             %
                                                                                                                                                                                                                                                                                                                                                               BW
                                                                                                                                                                                                                                                                                                                                                                   4       .44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Sod                                    MnDOT 3878
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Kenyon Crossings
                                                                                                                                                                                      41                                                                                                                                                                          40     1
                                                                                                                                                                                                                                                                                                                                                                      1. 421
                                                                                                                                                >>                                                                                            1142                                                                                                                      9%
                                                                                                                                                                                                                                                                                                                                              TW44.00                                                                                                                                                                               Seed                                   MnDOT 3876
                                                                                                                                                                                                                                                                                                                                                             BW
                                                                                                                                                                                            6.0%                                                                                                                                               TW44.00
                                                                                                                                                                                                                                                                                                         1145                      44.24                                                                                     5
                                                                                                        3.3%                                                                                                                                                                                                                                                                                                             9.0                                                                                                           For Temporary Erosion Control:
                                                                                          SF                                                                                                                                                                                                                                                                    40.43                 SF                          SF 3
                                                                                                                                                                                                                                                                                                                4.7%                                                                                                       (39.16)
                                                                                                                                                                                                                                                                                                                                                                          1142
                                                                                                                                                                                                                                                                                                                                                                                .21
                                                                                                                                                                                                                                         DOWNSPOUT TYP.                                                                                                         40.43         40                   1140                                                                                                                                 (May 1 - July 31) Apply MN Mix "Oats" @ 100 lb./acre
       1142
                                                                                                                                                                                 >>                                                                                                                                   44     >>
                                                                                                                                                                                                                                                                                                                              1.7%
                                                                                                                                                                                                                                                                                                                                          44.34
                                                                                                                                                                                                                                                                                                                                              T
                                                                                                                                                                                                                                                                                                                                             BWW4
                                                                                                                                                                                                                                                                                                                                                           >>                 39
                                                                                                                                                                                                                                                                                                                                                                               .82                    39 .23                                                                                                                            (Aug. 1 - Oct. 31) Apply MN Mix "Winter Wheat" @ 100 lb./acre                                                       Kenyon, MN
                                                                                                                                                                                                                                                                                                                                               40 1.93
                                                                                                                                   1142
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Goodhue County
                                                                                                                                                                                                                                                                                                                        .44
                                                                                                                                                                                                                                                                                                                                                 .43
                                                                                          SF
                                                                                                                                   11
                                                                                                                                    42
                                                                                                                                                >>                                                                                                                                                                                                               1.7%
                                                                                                                                                                                                                                                                                                                                                                                                                1.0%                                                                                                                   For Permanent Groundcover:
                                                11
                                                   42
                                                                                                                                                                                                                                                                                                                                                  5:1
                                                                                                                                                                                                                                                                                                                                                           SF                                                                                                                                                                           See Sheet L2.0 Landscape Plan
                                                                                                                                                                                                                                                                                                                                                                                           3.5%
                                                                                                                                          43
                                                                                                                                     11   3.6%                              3.5%
                                                                                                                                                                                                                                                                                                                                                                                                            39.28
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CERTIFICATION
                                                                                                                                         11
                                                                                                                                              44
                                                                                                                                                                     3.5%                                                                                                                                                                                 >>                                                              (39.39)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Mulch                                 MnDOT 3882
                                                                                          SF                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   I hereby certify that this plan, specification, or
                                                                           11
                                                                             42
                                                                                                                                                >>                                          4.4%                                                                                                                              1.4%                         SF                                                                                                                                                                        Install MN Type 1 @ 2 ton/acre - Disc anchored                                                            report was prepared by me or under my

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          EL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               direct supervision and that I am a duly

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CO N IM
                                                                                                                                         1143                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Licensed Professional Engineer under the
                                                                                                SBL                                                                                                                                                                                                                           0.6%                 1143                                                        0.8%                   1140                                                                                          Erosion Control Blanket               MnDOT 3885                                                           laws of the State of Minnesota.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     NS OT IN
                                                                                                                                                                                                                                                                                                                3.2%
                                                                                                                                                                                >>
                                                                                          SF
                                                                                                                                                                                                                                                                                                                            >>             1144        >>                                1142
                                                                                                                                                                                                                                                                                                                                                                                                      1140
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Install MN Type 3N (12 mo.) or Type 4N (24 mo.)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       TR FO AR
                                                                                                                                                                                                                                                                                                                                                             SF
                                                                                                                                                                                                                                                                                                                                                                                         1141
                                                                                                                                                                                                                                                                                                        1145
                                                                                                                                                                                    TW44.55                                                                                                                                                                0.8%
                                                                                                                                                >>                                  BW43.50
                                                                                                                                                                                                                                                                                                                                                                               >>                                                                                                                                                   Fertilizer                            MnDOT 3881                                                           PR        UC R Y
                                                                                                                                                                                                                                                                                                                                                   >> SF ST
                                                                                          SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Randall C. Hedlund
                                                                                                                                                                                                                                                                                                                                                                                                                            )
                                                                                                            11                                                                                                                                                                                                                                                                                                          9.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Apply in accordance with product standards. MN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           TI
                                                                                                              43                                                                                                                                                                                                                                                                                                           7
                                                                                           1143                                                                                                                                                                                                                                                                                                            39.56                                                                                                                                                                                                                               MN. Lic. No. 19576
                                                                                                                                                                                                                                                                                                                                                                                                                       (3
                                                                                                         43.49                                                   43.90

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ON
                                                                                                                                                                                                                                                                                                                                                 4:1
                                                                                                                     1.5                                                                                                                                                                                                                                                                 3.7%
                                                                                                  1144                                    43.74                                                                                                                                                                                                                                       114
                                                                                                                         %                                                                                                                                                                                                                                                               2
                                                                                                                                                                         >>
                                                                                                                                                                                                                                                                                                                                                                1.9%
                                                                                          SF
                                                                                                         43.54                                  >>                                                                                                                                                                             >>
                                                                                                                                                                                                                                                                                                                             0.9%                                                                                                                                                                                        9.    Refer to Geotechnical Investigation completed by Chosen Valley Testing dated 05/22/2026 for grading,            Date:
              1143                                                                                                                                                                                                                                                                                                                                                                         1140                                                                                                                                backfill, soil corrections, compaction and groundwater conditions. Contact Chosen Valley Testing during the
                                                                                                                                                                                                                                                                                                                                                                                                               2.1%
                                                                                             4:1                    1.8                                                                                                                                                                                                                         B
                                                                                                                           %              43.88                                                                                                                                                                      2.5%                      TWW41       SF
                                                                                                                                                 44                                                                                                                                                                                               4 .0                                                                                                                                                                         course of construction to perform material and compaction testing.
                                                                                                                                              11
                                                                                                                                                                                                                                                                                                             45.                             .80 2.555                                                                                                                                                                                                                                                                                                         ISSUED FOR
                                                                                                                                                                                                                                                                                                                 0                        44
                                                                                                                                                                                                                              APARTMENT BUILDING                                                                  0   44.84
                                                                                                         43.60                                             TC44.80                    .84
                                                                                                                                          43.98                                     44                                                                                                                                3.3%    0.5%
                                                                                          SF
                                                                                                                    2.0%                        >>
                                                                                                                                                             44.30
                                                                                                                                                            TC44.80
                                                                                                                                                                                                                                   36 UNITS                                                                                           44
                                                                                                                                                                                                                                                                                                                                                   >>                         40.50
                                                                                                                                                                                                                                                                                                                                                                                                          40.12                                                                                                          10.   Clear and grub construction area. Stockpile topsoil for reuse.                                                  ISSUE / REVISION                        DATE
                                                                                                                                                                                                                                                                                                                                                                                                                         (40.23)
                                                                                                                                                                                                                                  FFE: 1145.0                                                                                              .80
                                                                                                                                                                                                                                                                                                                                           BWTW4
                                                                                                                                                                                                                                                                                                                       .84
                                                                                                          43.55                                               44.30                                                                                                                                                  44                       41 2.6           1.5%                        43
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               50% Design Plans                        05-20-2026
                                                                                                                                              43.95                                   .86        .0                                                                                                                                             .10 0                                  11
                                                                                                                       1.2%
                                                                                                                                                                                    44        45
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Preliminary Plat &
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         11.   Once the curb and gutter has been installed, place silt fence or and approved equivalent at the back of the
                      43
                                                                                                                                                                         >>                                                                                                                                                  >>
                     11
                                                                                                                                                                                                   0                                                                                                                                               SF




                                                                                                                                                                                                                                                                                                                                                                                                                                      STATE STREET
                                                                                                                                                    4                                                                                                                                                                                            4:1                                                                                                                                                                                                                                                                                           Preliminary CDs                         07-10-2026
                                                                                 1143                                                           114
                                                                                        SF                 43.51                                                                                                                                                                                                                             TW42.07
                                                                                                                                                                                                                                                                                                                                                                                       %                                                                                                                                       curb
                                                                                                                                                43.87                                                                                                                                                                                        BW41.57
                                                                                                                                                                                                                                                                                                                                                                                      3.6
                                                                                                                         2.0%
                                                                                                                                                >>                                                                                                                                                                                                >>                                                                                                                                   TEMPORARY FILTER LOGS TO BE
                                                                                                                                                                                                                                                                                                                                                   SF                                                       3.1%                                                         41
                                                                                               SBL             43.46
                                                                                                                                                                                                                                                                                                                             0.8%
                                                                                                                                                                                                                                                                                                                                                  1143                                  11
                                                                                                                                                                                                                                                                                                                                                                                             41
                                                                                                                                                                                                                                                                                                                                                                                                                                                     11                11              UTILIZED ALONG EDGE OF        X
                                                                                                                                                43.80                                                                                                                                                                                                                                                                                                 41
                                                                                        SF                     43.44                                                  44.04 44                                                                                                                                                                                                                                                                                                         EXISTING ROAD AS NECESSARY
                                                                                                                                                                                   .42 44.49
                                                                                                                                                                                      TC                                                                                                                                                                                                                                                                                               FOR CONSTRUCTION WITHIN THE       Legend
                                                                                                                                                                                                                                                                                                                                                  >> SF
                                                                                (43.32)                                                                                                                                                                                                               1145
                                                                                                                                                                                >>                                                                                                                                                                                                                                                                                                     PUBLIC ROW
                                                                                                                                   2.           >>                                                                                                                                                           3.1%
                                                                                                                                                                                                                                                                                                                          >>44 0.5%
                                                                                                                                                                                                                                                                                                                              .62
                                                                                                                                                                                                                                                                                                                                          1144
                                                                                                                                                                                                                                                                                                                                                               3.5%           41.742                      41.24
                                                                                                                                                                                                                                                                                                                                                                                                                        (41.35)                                                                                      X                900              Proposed Contour
                                                                                                                                     6%                                                                                                                                                                              44
                                                                                                           1.9%
                                                                                                                                                                                                                                                                                                                                                                               11
                                                                                                                                                                                                                                                                                                                                                                                   1142
                                                                                        SF                                                                                                                                                                                                                             .66                                                        4
                                                                                                                                                                                            7.4%
                                                                                (43.57)                                                                                                                                                                                                                                                      6:1
                                                                                                                                                                                                                                                                                                                                                          SF                                                                                                                                                                                 11.94     Spot Elevation - Proposed
       114
          3
                                                               1144
                                                                                             1144   F               11                                                                                                                                                                                                                                                                                      2.0%                                                                                                                             TC11.94   Spot Elevation - Proposed Top of Curb
                                                                                                  EO                   43
                                                                                (44.12)
                                                                                        SF                                                                                                                                                                                                                                  0.7%                 >>                                                                                                                                                                                                    Spot Elevation - Proposed Top of Wall
                                                                                                                             >>                  ST                                                                                                                                                                                                                                                                                                                                                                                          TW11.94
                                                                                 B-02                          42.79                                                                                                                                                                                                                                                                    42
                                                                                                                                                                                                                                                                                                                                                          SF                          11
                                                                                               43.29TC                     1.0%
              1144                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           BW11.94   Spot Elevation - Proposed Bottom of Wall
                                                                                                                                                43.01 4.0% 43.63
                                                                                                                                                                                                                       B-04                                                                                                                                                                           41.78                                                   114                                                    X
                                                                                                                                                                                                                                                                                                                                                                                                                        (41.89)                                   2
                                                                                (44.43)                        1144                                                                                                                                                                                                                                                                        %
                                                                                                      SF                                        >>                              2.0%                                                                                                                                                                        1.7%                       5.6                                                                                                                                                   (11.94)   Spot Elevation - Existing
                                                                                                                                                                                                                                                                                                                                                                                                           2.9%
                                                                                                                                                                                >>                                                                                                                                     >>       44.44
                                                                                                                                                                                                                                                                                                                                                  43
                                                                                                                                                                                                                                                                                                                                                 >> .62
                                                                                                                                                                                                                                                                                                                                                                          43.02
                                                                                                                                                                                                                                                                                                                                                                                                                                                     11
                                                                                                                                                                                                                                                                                                                                                                                                                                                      42
                                                                                                         (44.49)                                                                                                                                                                                                                                                                        1143                                                                                                                                                           Rock Construction Entrance
                                                                                                                                                                                                                                                                                                                                                 SF
                                                                                                                         SF                                                 1144                                                                                                                             4.7%           44.47     2.0%                                                            42.18
                                                                                                                 (44.19)                       1.4%                                     7.6%                                                                                                                                                                4                                                          (42.28)
                                                                                                                                                                                                                                                                                                                                                        43.6 43.04                                                                                                                                                                                     Erosion Control Blanket
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     X
                                                                                                                                                                                                                                   DOWNSPOUT TYP.                                                                                    44
                                                                                                                                    %                                                                                                                                                                           44                     .40             1.8%
                                                                                                                                 4.7                                                                                                                                                                                                                ST
                                                                                                                                                                                                                                                                                                                  .47
                                                                                                                                                                                                                                                                                                                                                    1144                                                                                                                                                                                               Silt Fence
                                                                                                                                                                                                                                                                                                                                                          SF
                                                                                                                                                >>                                                                                                                                                                                                                                                                                                                                                                             SF           SF
                  GUNDERSON APTS                                                                                            SF
                                                                                                                                                43.40                43.88
                                                                                                                                                                                                                                                                                                                            1.3%                                                        43
                                                                                                                                                                                                                                                                                                                                                                                      11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Inlet Protection
                 REMODELED 20 UNIT                                                                                                                         3.0
                                                                                                                                                                 %                                                                                                                                               44.56                                    SF                                                                                         114
                                                                                                                                                                                                                                                                                                                                                                                                                                                          3
                                                                                                                                                                                                                                                                                                                                     44.50
               ONE-STORY WOOD FRAMED                                                                                                                  ST                     >>              3.9%       >>             114
                                                                                                                                                                                                                                                                                                                                                           2.1%                                           2.7%                                                                                                                        >>               Storm Sewer
                                                                                                                                                                                                                          5                                                                                  3.3%                            2.8%                                     11
                                                                                                                                                                                                                                                                                                                                                                                          8%                                                                                                                                                                                                                                                               SUBMITTAL INFO
                  MULTI-FAMILY BLDG                                                                                         SF
                                                                                                                                                    1.4%                                                %                                               45
                                                                                                                                                                                                                                                            .00
                                                                                                                                                                                                                                                                                                                            1.1%
                                                                                                                                                                                                                                                                                                                                                                                       4.
                                                                                                                                                                                                                                                                                                                                                                                       44                                                                                                                            X                       EOF       Emergency Overflow
                                                                                                                                                                                                        2.1
                                                                                                                                                                            >>
                                                                                                                                                                                                                                                                                                                                                           1.2%
                                                                                                                                                                                                                                                                                              44
                                                                                                                                                                                                                                                                                                .80              44
                                                                                                                                                                                                                                                                                                                    .65
                                                                                                                                                                                                                                                                                                                                                  44
                                                                                                                                                                                                                                                                                                                                                    .40                                                                                                                                                                                                                                                                                        Review By: RH
                                                                                                                                                                                                                                                 2.0%
                                                                                                                                                                                                                                                                                                                                 .60                       1.1%
                                                                                                                                                                                                                                                                                                                                                          SF                                        .58
                                                                                                                                     %                                                                                                                                                                                                                                  43.86
                                                                                                                                  4.1                                                                                                                                                                   SF                     SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Project # : 26013
                                                                                                                                                                                                                                                                                                                               44                                                                  43
                                                                                                                                                                            44.10                                              2.4%                                                                                                                       TC44.36
                                                                                                                            SF                                                                                                                                                 2.1%                              44
                                                                                                                                                                                       0.6%
                                                                                                                                                                                                                                                                                                                      .65
                                                                                                                                                        43.81                                                                                                                                           44.74                                             44.40                                TC43.90                 (43.49)                                                                                       X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Submittal Date: 07-10-2026
                                                                                                                                                                                               >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  4
                                                                                                                                                                                                                                                                                                                45.10                         45.10                                              43.40                                                           114
                                                                                                                                                                                                                                                                                                                              1145
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Submittal Phase: Preliminary
                                                                                                                                                                                                                                                             .50
                                                                                                                                                                                                                                                               1145                      44.65     SF
                                                                                                                                                                                                  .70         .40
                                                                                                                                                                                                                                         44.50              44
                                                                                                                                    SF                                                         44           44
                                                                                                                                                                                                                  SF                    SF                    SF                SF                                                                                                                              44.08TC                              11
                                                                   1.4%                                                           1.9%                                 1.6%
                                                                                                                                                                                                                        1.7%
                                                                                                                                                                                                                                                                                                                                                                                                                43.58
                                                                                                                                                                                                                                              1.3%                                      1.1%                                                                                                                                                                                                                                                                                                                                                   Plat & Preliminary CDs
                                                                                                                                                                                                                                                                                                                                                                44 .5                      .18                                                       44
                                                                                                                                                                                                              44.30TC
                                                                                                                                                                                                                                                                                                                                                                       0               44
                                                                44.05                                       44.18                44.30
                                                                                                                                                                 44.55TC TC44.77
                                                                                                                                                                                1145                           43.80                                 0.5%                             44.07                                    2.5%                                                                 2.0%
                                                                                                                                                                                                                                                                                                        44.74 44.74                          44.64 44.64
                                                                                                                                                                 44.05      44.27
                                                                                                                                                                                                                                                                                              B-03
                                                                                                                                                                                                                                                                                                                                                                                              TC44.45                 (44.14)
                            1145
                                                                    1.9%                                         2.0
                                                                                                                    %                                                  1.4%
                                                                                                                                                                                                                 EOF
                                                                                                                                                                                                                                 114
                                                                                                                                                                                                                                    4
                                                                                                                                                                                                                                                                                                                                                                                                43.95                                                                                                                                                                                                                                                          SHEET TITLE
                                                                                                                                                                                                                                                                                                                                                               1145
                                                                                                                                                                                                                                                             1.8%
                                                                 43.74

                                                                                               0.5%
                                                                                                                                 43.99
                                                                                                                                    43.92                                                         44.17
                                                                                                                                                                                                               44.08                                                                  44.35

                                                                                                                                                                                                                                                                                                         44.4
                                                                                                                                                                                                                                                                                                             1145
                                                                                                                                                                                                                                                                                                                 44.50                       44.35
                                                                                                                                                                                                                                                                                                                                                                  45.02
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Grading,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Drainage, &
                                                                                                                                                                         0.7%
                                                                    7)                                                                                                                                                                               0.5%                                  44.48             6                1.0%                                44.27 44.18
                                                             .67 .7                                                               (44.01)                                                                  (44.28)                                                                       (44.59)         (44.58)
                                                           43 (43                                                                                                                                                                                                                                                                                                 (44.37) (44.27)

                                                                                                      4
                                                                                               114
                                                                                                                                          TEMPORARY 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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  63
                                                                                                                                                                                                                                                                                                                                                                                      >>                                        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                                                                                                                                                        CONNECT TO EX STMH                                                                                                                                              RIM=1138.39                               4.    Contact all utility service providers a minimum of 72 hours prior to the start of construction.
                                                                                                                                                                                                                                                                              23 LF 15" STM @ 1.25%                                                                                          >>                                                                                                                                                                                                                                                                        Plymouth, MN 55447
                                                                                                                                      >                                                                                                                                                                                    I=1133.48 (15") W                                                                                                                                           NE INV=1135.09
                                                                                                                        >>                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Phone: 763-340-0699
                                                                                                                                                                                                                                                                                                                                                                                                                                    >>                                                 W INV=1135.09
                                                                                                                                                                                                                                                                                                                                                                                                                         >>
                                                add note to disconnect                                                                                                                                                                                                                         STMH 1                                                                                                                                                                                                                            5.    Pipe Materials
                                                exist svc 10' outside
                                                                                                                                                                                                                                                                                                                                                                                                         >>                     CP
                                                MH
                                                                                                                                                                                                                                                                                          RIM=1138.30
                                                                                                                                                                                                                                                                                                                                                                                                                       12" R
                                                                                                                                                    LAY
                                                                                                                                                                                                                                                                                    I=1133.77 (15") SW
                                                                                                                                                                                                                                                                                                                                                                              >>                                                                                                                                                                                                                                                                                          DRAWINGS FOR
                                                                                                                                                8" C
                                                               SANITARY MANHOLE                                                            >                                                                                                                                         IO=1133.77 (15") E                                                                                                                                                                                                                                     Storm Sewer:           12"-18" RCP Class 5 (ASTM C76)
                                                                                                                                                                                                                                                                                                                                                                ST
                                                                       RIM=1136.96                                      >>                                                                                                                                                                                                                                                                                                                                        STORM MANHOLE
                                                                      E INV=1129.35                                                                                                                                                                                           28 LF 15" STM @ 1.25%                                                                                                                                                                                                                                                                21" and greater Class 4 (ASTM C76)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RIM=1138.31
                                                                     W INV=1129.35                                                                                                                              >>                  >>                                                                                                                                                       >>                                                                   S INV=1133.35
                                                                                                                                                                                                                                                      115 LF 15
                                                                                                                                                                                                                                                            >>                                                                                                            CBMH 2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Kenyon II Housing, LLC
                                                                      S INV=1130.73                                                                                                                                                                             "   STM @ 1.0
                                                                                                                                                                                                                                                                                                                                             >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  N INV=1133.01                                                             Sanitary Sewer:        PVC SDR 35, SDR 26
                                                                    SE INV=1129.64
                                                                                                                                                                                                                     CBMH 3
                                                                                                                                                                                                                                                                          >> 0%
                                                                                                                                                                                                                                                                                              >>
                                                                                                                                                                                                                                                                                                                                                                          RIM=1138.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  E INV=1134.16
                                                                                                                       >                                                                                                                                                                                      >>                                                          I=1134.12 (15") W                                                                                                                                                                        Service: PVC Schedule 40
                                                                                                                                                                                                                     RIM=1139.27                                                                                                                                          IO=1134.12 (15") NE                                                                     SW INV=1134.51
                                                                                                                                                                                                                     I=1135.27 (15") S
                                                                                                                                                           >>                                                        IO=1135.27 (15") E                                                                                                                                                       >>                                                                                                                                            Watermain:             C900 PVC                                                                                            527 Professional Drive
                                                                                                                                                                                                                                                                       >>                                                                                                                                                                                                                                                                                          Service: C900 PVC                                                                                    Northfield, MN 55075
                                                                                                                                                                                                                                                                                                                                                                         ONE-WAY                                                                                                                                                                                                                                                                                       Phone: 507-301-1723
                                                                                                                      >
                                                                                                                                                                                                                                                     6" ROOF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CATCH BASIN
                                                                                                                                                                                                                                                  DRAIN LEAD                                                                                                                                                                                                                                                                     6.    Contractor shall field verify horizontal and vertical location of all utilities prior to the start of construction.
                                                                                                                                                                                                                                                                                                                                                                         EXIT ONLY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RIM=1137.97
                                                                                                                                                                                                                                                        (TYP.)
                                                                                                                                                           >>                                                                                                                                                                                                                                                                                                     NE INV=1134.77




                                                                                                              165 LF 8" SAN @ 2.10%
                                                                                                                                                                                                                                                                                                                                                                                              >>                                                                                                                                                                                                                                                                                PROJECT
                                                                                                                                                                                                                                                                                                                                                                                             24" RCP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  W INV (8"
                                                                                                                     >                                                                                                                                                                                                                                                                                                                                            POLY)=1135.47                                                  7.    Contractor shall investigate, excavate and expose existing utilities at crossings and potential conflicts prior
                                                                                                                                                                                                                                                                                      CLEANOUT                                                                                                                                                                                                                                         to the start of utility installation. Report inconsistencies to the engineer and owner immediately.
                                                                                                                                                                                                                                                                                     RIM=1140.38

                                                                                                                    >                                     >>
                                                                                                                                                                                                                                                                                IO=1136.88 (12") S
                                                                                                                                                                                                                                                                                                                                                                                               >>                                                                                                                                8.    Pipe lengths on the plans are measures from center of structure to center of structure.                                    Kenyon Crossings
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 9.    Tracer wire shall be installed for all non-conductive underground utilities in accordance with City of Kenyon
                                                                                                                                                                                                                     >>                                                                                            >>                                      >>                                                                                                                                                                          Standards.                                                                                                                         Kenyon, MN
                                                                                                                                                                                                                                                                                                                                                                                                                 EX. STORM MANHOLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Goodhue County
                                                                                                                                                                                                                                                                                                                                            1.00%
                                                                                                                   >                                      >>                                                                                                                                                                                                                                   >>                RIM=1139.65                                   STORM MANHOLE
                                                                                                                                                                                                                                                                                                                                                                                                                 I=1135.35 (12") W                             RIM=1140.03                                                       10.   Refer to lighting plan to coordinate electric conduit installation and potential conflicts.
                                                                                                                                                                                                                                                                                                                                                                                                                                                               S INV=1135.35


                                                                                                                                                                                                                                                                                                                                    58 LF 12" STM @
                                                                                                                                                                                                                                                                                                                                                                                                                                                               SE INV=1135.15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CERTIFICATION
                                                                                                                                                                                                                                                                                                                                                       >>                                                                                                                                                                        11.   Compaction and backfill shall be in accordance with the geotechnical investigation and the City of Kenyon




                                                                                                                                                                               204 LF 15" STM @ 1.50%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       construction and design practices.
                                                                                                                  >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          I hereby certify that this plan, specification, or
                                                                                                                                                         >>                                                                                                                                                                                                                                    >>                                                                                                                                                                                                                                                            report was prepared by me or under my

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 12.   Testing frequency shall be in accordance with the geotechnical engineer and City of Kenyon Standards.                            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
                                                                                                                 >                                                                                                                                                                                                >>                          >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 13.   Proposed driveway culverts shall be individually approved by the City of Kenyon on a case-by-case basis.
                                                                                                                                                         >>                                                                                                                                                                                                                                     >>                                                                                                                                                                                                                                                                   TR FO AR
                                                                                                                                                                                                                                                                                                                                                                >>                                                                                                                                                                                                                                                                                                     UC R Y
                                                                                      SSMH 2                                                                                                                                                       6 or 8
                                                                                    R=1143.61                                                                                                                                                                                           STMH 8                                                 ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                               STORM MANHOLE                                                     14.   Watermain is to have minimum cover of 7.5 feet                                                                        PR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Randall C. Hedlund
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         TI
                                                                               I=1134.30 (8") E
                                                                                                                >                                                                                                                                                                   RIM=1141.49                                                                                                                                                                RIM=1140.11                                                                                                                                                                                   MN. Lic. No. 19576
                                                                             IO=1134.20 (8") N                                                                                                                                                                                  I=1136.30 (12") S
                                                                                                                                                                                                                                                                                I=1136.30 (12") N                                    >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                               N INV=1133.44
                                                                                                                                                                                                                                                                                                                                                                                                                                                               S INV=1133.70                                                                                                                                                                                                ON
                                                                                                                                                        >>                                                    >                                                               IO=1135.80 (12") E                       >>                                                                                                                                      SE INV=1133.46                                                    Legend
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Date:
                                                                                                                             S                     >                                                        >>                                                                                                                                                                                            >>                                                   NW INV=1134.76
                                                                                                                                                                                                                                           6" SAN STUB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ISSUED FOR
                                                                                 UTIL XING                                                                                                                                                 IO=1135.24 (8") W                                 6" ROOF                                                                                            >>                                                                                                                                             >>              Sanitary
                                                                           BTM STM=1137.0                                                                                                                                                                                                 DRAIN LEAD                                                                           25 LF 12" STM @ 1.80%
                                                                                                                                                                                                                                                                                                                                    >>                                                                                                                                                                                                                                                                                                                       ISSUE / REVISION                        DATE
                                                                           TOP SAN=1135.5                                                              >>                                                                                     47 LF 8" SAN @ 2.00%
                                                                                                                                                                                                                                                                                                (TYP.)                                                                                                                                                                                                                                          >              Storm
                                                           (MIN.18" VERTICAL CLEARANCE)                                                                                                                                                                                                                                                                                                                                        >>                             OHE                OHE              OHE             OHE                                                                                                                                        50% Design Plans                        05-20-2026
                                                              INSTALL 4" RIGID INSULATION                                                                                                                                                                                                                                                                                                                                                                                                                                               l            l         Water                                                                                         Preliminary Plat &
                                                                                                                                                                                                                >>                                                                                                 >>




                                                                                                                                                                                                                                                                                                                                                                                                          STATE STREET
                                                                                                                                                                                                                                                                                                                                                                                                 >>                                                                                                                                                                                                                                                          Preliminary CDs                         07-10-2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                              CATCH BASIN                                                                                      Catch Basin
                                                                                                                                                                                                                                              6" ROOF                                                                                                                                                                                                         RIM=1139.81
                                                                                                                                                       >>                                                                                     DRAIN LEAD
                                                                                                                                                                                                                                                                                                                                  >>                                                                                                                          E INV (4" POLY)=1136.81                                    OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             E                  ST             Storm Manhole
                                                                                                                                                                                                                                              (TYP.)                                                                                                                                                                                                          SUMP=1133.41                                    X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Sanitary Manhole




                                                                                                                                                                                                                                                                                                                              116 LF 12" STM @ 3.00%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     E
                                                                                                                                                                                                                                                                                                                                                                                                 >>                                                                                                               OH


                                                                                                                                                       >>                                                        >>                                                                                           >>                >>                                                                                                                                                                            X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    OH

                                                                                         CB 7
                                                                                 RIM=1142.79
                                                                                                                                                                                                                                                                                                                                                                                                 >>                                                                                       E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        OH
                                                                            IO=1138.77 (12") E                                                                                                                                                                                                                                 >>
                                                                                                                                          >>                 ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       OH
                                                                                                                                                                                                                                              STMH 4




                                                                                                                                                       45 LF 12" STM @ 1.35%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              X
                                                                                        24 LF 12" STM @ 1.00%                                                                                                                                 RIM=1143.21                                                                                                                                         >>
                                                                                                                                                        >>                                                       >>                           I=1138.53 (12") S
                                                                                                                                                                                                                                              I=1138.53 (12") W                                               >>              >>                                         STMH 9
                                                                                                                                                                                                                                                                                                                                                                         RIM=1144.08
                                                                                                                                                                                                                                                                                                                                                                                                                                                     OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                       E


                                                                                                                                                                                                                                              IO=1138.33 (15") N                                                                                                         IO=1139.78 (12") N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              X
                                                                                                                                                                                                                                                                                                                                                                                                                                                              STORM
                                                                                                                                                                                                                                              6" ROOF                                                                                   ST                                                        >>                                                          MANHOLE
                                                                                                                                                           >>                                                                                 DRAIN LEAD
                                                                                                                                                                                                                                                                                                                                                                                                                                                              RIM=1144.62

                                                                                                                                                                                                                                                                                                                                                                                                       24" RCP
                                                                                                                                                                                                                                              (TYP.)
                                                                                                                                                                                                                                                                                                                                                                                                                                                              S INV=1137.54
                                                                                                                                                                                                                                                                                                                                                                                                                                                              SE INV=1138.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                              E INV=1138.99
                                               CATCH BASIN                                             STMH 5                                                         ST                                         >>                      >>                                                                                                                                                       >>                                                          W INV=1138.16                                                                                                                                                                                              SUBMITTAL INFO
                                                RIM=1143.72                                       RIM=1143.64                                                                                                                                                                                                                                                                                                                                                 W INV=1135.07                                   X

                                               E INV=1139.62                                 I=1139.14 (12") SE                                                                                                                                                                                                                                                                                                                                               N INV=1134.72
                                               S INV=1139.62                                IO=1139.14 (12") N                                                                                                  >>                                                             53' LF OF                                                                                                                                                                                                                                                                                                                                                                     Review By: RH
                                                                                                                                                                                                                                                                               6" WATER
                                                                                    48 LF 12" STM @ 1.35%                                                                                                                                                             l        SERVICE                                                                                                                                                                    CATCH BASIN                                                                                                                                                                                        Project # : 26013
                                                                                                                                                                                                                                                                                                                                                                                                   >>                                                     RIM=1143.86                                         X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Submittal Date: 07-10-2026
                                                                                                                                                                                                                               >>                                                                                                                                                                                                                         W INV=1139.86
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Submittal Phase: Preliminary
                                                                                                                                                                                                                                                                    l                                                                                                                                                                                                                                                                                                                                                                                        Plat & Preliminary CDs
                                                                                                                                                                                                                                                                                                                                                                                                   >>
                                                                                                                                                                                                         ONE-WAY                                  CB 6                                                                                                                                                                                                                                                                                                                                                                                                                       SHEET TITLE
                                                     FO                                                                                                                                                 ENTRANCE                                  RIM=1143.80       l
                                                                   FO              FO              FO
                                      FO                                                                      FO                           FO                        FO                                        FO                   FO
                                                                                                                                                                                                                                                  IO=1139.79FO (12") NWFO
                                                                                                                                                                                                          ONLY
                                                                                                                                                                                                                                                    FO                                                                                                          FO

                                                                                                                                                                                                                                                                                                                                                                                                                               >>
                                                                                                                                                                                                                                                                                                                         FO

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


                                                                                                                                                                                                                                                                                                                                                                                                                         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"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             >
                                                                                                                                                                                                                                                       8"                                                                                                                                                                                                                                     >           >
                                 FO
                                                                                                                                                                                                                          INSTALL 8"X6" TAPPING
                                                                                                                                                                                                                           SLEEVE WITH 6" GATE                         THIRD STREET                                                                                                                                            >>   15
                                                                                                                                                                                                                                  VALVE IN BOX                                                                                                                                   >>                                                 "R                                                                                                                                                                                                                                    SHEET NUMBER
                                                                                                                                                                                                                                                                                                                                                                                                                                        CP
                                                                                                                                                                                                                                                                                                                                                                                                                                    >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                20 scale
                                                                                                                                                                                                                                                                                                                                                                                                                     24" RCP                                                                                                                                                                                                                                                    C4.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       N
                                 FO
                                                                                                            CATCH BASIN                                                                                                                                                                                                                                                                                                 >>                       CATCH BASIN                                       STORM MANHOLE
                                                                                                            RIM=1143.74                                                                                                                                                                                                                                                                                                                          RIM=1144.17                                       RIM=1145.14                                                                                                                    Know what's below.
                                 FO
                                                                                                            N INV=1139.94                                                                                                                                                                                                                                                                                                                        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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     64
                                                                                                                                                                                                                                                                                                                     >>                                                                                                                               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.
>   >      >             >    >         >             >              >                 SS                 >                  >                                                                                                                                                                                                                                                                                                                        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
                                                                                                                                                                                                                                                                                                                                                    >>
                                                                                                                                                                                                                                                                                                                                          >>
                                                                                                                                                                                                                                                                                                                                >>                                                                                                                    5.    Place plants according to layout with the proper spacing. If the contractor feels an error has been made
                                                                                                                                                                                                                                                                                                               >>
                                                                                       SF                 SF                 SF
                                                                                                         >                                    SF
                                                                                                                                             1138
                                                                                                                                                                 SF             SF              SF
                                                                                                                                                                                                   1138
                                                                                                                                                                                                               SF                  SF               SF                 SF                   SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                            regarding spacing or hardiness of a species of plant material indicated on the plan, notify the landscape                        DRAWINGS FOR
                                                                     SF                                                                                                                                                                                                                      ST
                                                                                       >>                                                       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 II Housing, LLC
                                                                                                                                                                                            1139                                                                          >>                                    SF
                                                                         1139
                                                                     SF
                                                                                                                                                                                                     >>                  >>                                                         11
                                                                                                                                                                                                                                                                                      39                                                                                                                                                                    plant material in drainage swales or wet or poorly drained areas.
                                                                                       >                                                                                                                                                            >>                                                               SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                      7.    All planting areas with groundcover, perennials, or annuals shall receive a minimum of 8" settled depth of
                                                                                                   1140                                         1140
                                                                     SF                                            >>                                                                                                    114                                                                                              >>                                                                                                                                planting soil Planting soil shall consist of 45% topsoil, 45% peat or manure, and 10% clean sand, thoroughly                  527 Professional Drive
                                                                                                                                                                                                                               0
                                                                         1140                                                                                                                                                                                                                                  SF                                                                                                                                           mixed.                                                                                                                         Northfield, MN 55075
                                                                                                                                                                                                   >>
                                                                                       >                                                                                                                                                                                      1139                                                                                                                                                                                                                                                                                                        Phone: 507-301-1723
                                                                                                                                                                           1144
                                                                                                                                                                                                                                                                                                     SF                                                                                                                                               8.    Areas being sodded - sod shall be laid parallel to the contours and have staggered joints. On slopes
                                                                    SF     SBL                                                                                                                                                                                                                                                                                                                                                                              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
                                                                                       >                1141                                                                                                                                                                         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                                                                                                                                                                                                                                               SF                                                                                                                                     installing sod.

                                                                                                                   >>                                                                                                                                                                                                     >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                      9.    Areas being seeded - follow MnDOT Seeding Manual for seeding instructions for establishment of native                    Kenyon Crossings
                                                                                     >                                                                                                                                                       1145                                                                                                                                                                                                           seed and provide coordination for required erosion prevention and sediment control.
                                                                    SF                                                                                                                                                                                                                            SF                 SF

                                                                                                                                                                                                                                                                                                                                                                                                                                                      10.   Install 2" - 3" deep of shredded hardwood mulch in planting beds.
                                                                                                                                           >>                                                                                                            >>                    >>                                                                                                                                                                                                                                                                                                            Kenyon, MN
                                                                    SF
                                                                                   >                      1142
                                                                                                                   >>                                                                                                                                                                                                     >>                                                                                                                          11.   Install 4' diameter shredded hardwood mulch, at a depth of 3", under all trees that aren't within planting                     Goodhue County
                                                                                                                                                                                                                                                                               SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                            beds. Mulch should not be piled against the trunk.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CERTIFICATION
                                                                                                                                                                                                                                                                              >>                                                                                                                                                                      12.   Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where
                                                                    SF             >                                                                                                                                                                                                                                                                                                                                                                        adjacent to curbing, walks or buildings. Refer to Detail 4 on Sheet L701.                                           I hereby certify that this plan, specification, or
                                                                                                                   >>                                                                                                                                                          SF                                         >>                                                                                                                                                                                                                                                    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
                                                                                                               1143                                                                                                                                                                                                                                                                                                                                                                                                                                                             Licensed Professional Engineer under the
                                                                          SBL
                                                                                                                                                                                                                                                                        1143
                                                                                                                                                                                                                                                                                                                                                                                                                                                            rejected if not in sound and healthy condition.                                                                     laws of the State of Minnesota.
                                                                                                                                        >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      NS OT IN
                                                                    SF
                                                                                   >                                                                                                                                                                    >>      1144        >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TR FO AR
                                                                                                                                                                                                                                                                               SF
                                                                                                                   >>                                                                                                                        1145                                                                         >>                                                                                                                          14.   Any native seeds shall be of Minnesota origin and certified by the Minnesota Crop Improvement

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          UC R Y
                                                                                                                                                                                                                                                                                                                                                                                                                                                            Association.
                                                                                                                                                                                                                                                                                            >>                                                                                                                                                                                                                                                                                  PR
                                                                                                                                                                                                                                                                        >> SF ST
                                                                    SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Randall C. Hedlund
                                                                    1143           >                                                                                                                                                                                                                                                                                                                                                                  15.   Inspect all trees for encircling roots, reject any trees that are severely affected.                                            TI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                MN. Lic. No. 19576
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ON
                                                                           1144
                                                                   SF
                                                                                                                   >>               >                                                                                                                    >>                                                                                                                                                                                           16.   Crabapple trees shall have no branches below 36" above the rootball and no 'V' crotches.                            Date:
                                                                                                                                                                                                                                                                                                       1140
                                                                                       S                       >                  >>                                                                                                                                           SF                                               >>
                                                                                                                      44                                                                                                                                                                                                                                                                                                                              17.   Maintain trees in plumb position throughout the guarantee period.
                                                                                                                   11                                                                                                                                                                                                     >>                                                                                                                                                                                                                                                                    ISSUED FOR
                                                                   SF
                                                                                                                                                                                                                                                                       >>                                                                                                                                                                             18.   New plant material shall be guaranteed through one calendar year for deciduous trees up to 3.5 caliper              ISSUE / REVISION                        DATE
                                                                                                                   >>                                                                                                                                                          SF                                                              >>                          OHE                OHE               OHE              OHE                        inches and conifers up to 11' Ht. Larger sizes shall be guaranteed for two calendar years from the time of          50% Design Plans                        05-20-2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                            provisional acceptance.                                                                                             Preliminary Plat &
                                                                                                                                  >>                                                                                                                     >>




                                                                                                                                                                                                                                                                                                                                STATE STREET
                                                                   SF                                              114
                                                                                                                       4
                                                                                                                                                                                                                                                                                                                          >>                                                                                                                                                                                                                                                    Preliminary CDs                         07-10-2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                      19.   Irrigation system to be designed and installed by owner / contractor. After installation, the landscape
                                                                                                                   >>                                                                                                                                                  >>
                                                                                                                                                                                                                                                                        SF
                                                                                                                                                                                                                                                                                                                                                                                                                                          OH
                                                                                                                                                                                                                                                                                                                                                                                                                                             E              contractor shall direct or control the irrigation system during the plant guarantee period to insure new
                                                                                                                                                                                                                                                                       1143                           11
                                                                         SBL                                                                                                                                                                                                                              41                                                                                                                 X
                                                                                                                                                                                                                                                                                                                                                                                                                                                            plantings are being property watered.
                                                                   SF
                                                                                                                                                                                                                                                                                                                                                                                                                                    E
                                                                                                                                                                                                                                                                                                                           >>                                                                                                    OH

                                                                                                                                                                                                                                                                       >> SF
                                                                                                                                                                                                                                         1145

                                                                                                                   >>                   >>                                                                                                          >>        1144
                                                                                                                                                                                                                                                                                                                                                                                                                             X
                                                                                                                                                                                                                                                                                                                                                                                                                                                      Required & Provided Landscaping
                                                                SF                                                                                                                                                                                                                                                                                                                                                  E
                                                                                                                                                                                                                                                                                                                                                                                                                  OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                      1 tree per 800 sf landscape area (all land not occupied by bldg or hardscape)
                                                                                                                                                                                                                                                                               SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                      ·     14,416 sf proposed landscape area = 18 trees
                                                                                                                                                                                                                                                                                                                           >>                                                                         E
                                                                                            11                                                                                                                                                                                                                                                                                                      OH
                                                                                              43
                                                               SF                                                                                                                                                                                                    >>                                                                                                                                                                               Provide one tree per each existing tree cut down.
                                                                                                   >>                 ST
                                                                                                                                                                                                                                                                               SF                    11
                                                                                                                                                                                                                                                                                                       42
                                                                                                                                                                                                                                                                                                                                                                                      E
                                                                                                                                                                                                                                                                                                                                                                                                                                                      ·     4 trees cut down = 4
                                                                                                                                                                                                                                                                                                                                                                                  OH
                                                                                                                                                                                                                                                                                                                                                                                                                             X
                                                                                       1144
                                                                                                                                                                                                                                                                                                                           >>                                                                                                                         Total Required Trees = 22 | Total Provided Trees = 22
                                                                                SF                                 >>                  >>                                                                                                           >>               >>
                                                                                                                                                                                                                                                                     SF                                                                                              OH
                                                                                                                                                                                                                                                                                                                                                                       E

                                                                                                                                                                                                                                                                                                                                                                                                                                                      Legend
                                                                                                 SF                                   1144
                                                                                                                                                                                                                                                                                                                                                                                                                             X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Seed Mix: MnDOT Southern Boulevard
                                                                                                                                                                                                                                                                        ST                                                 >>                                                                                                                                                   160 lbs/ac
                                                                                                                                                                                                                                                                        1144
                                                                                                                                                                                                                                                                              SF
                                                                                                                   >>
           GUNDERSON APTS                                                                          SF
                                                                                                                                                                                                                                                                                                  11
                                                                                                                                                                                                                                                                                                    43                                                                                                                                                                          Area to be planted + mulch groundcover
          REMODELED 20 UNIT                                                                                                                                                                                                                                                                                                                                                                                                                                                     Rock Mulch
        ONE-STORY WOOD FRAMED                                                                                           ST             >>                        >>    114
                                                                                                                                                                                                                                                                              SF
                                                                                                                                                                          5                                                                                                                                                >>                                                                                                                                                                                                                                                               SUBMITTAL INFO
           MULTI-FAMILY BLDG                                                                       SF
                                                                                                                                                                                                                                                                                                                                                             Planting Schedule                                               X


                                                                                                                                      >>                                                                                                                                      SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Review By: RH
                                                                                                                                                                                                                                         SF              SF
                                                                                                   SF                                                                                           l
                                                                                                                                                                                                                                                                                                                                                             SYMBOL              CODE         QTY         BOTANICAL / COMMON NAME                                                                  MATURE SIZE         PLANTING SIZE          PLANTING TYPE        DETAIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Project # : 26013
                                                                                                                                                                                                                                                                                                                           >>                                                                                                X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Submittal Date: 07-10-2026
                                                                                                                                                       >>
                                                                                                                                                                                                                                                                                                                                                             DECIDUOUS TREES
                                                                                                                                                                                                                                                         1145
                                                                                                          SF                                                          SF             SF              SF             SF
                                                                                                                                                                                                                                    SF                                                                                                         KEEP 15' FROM                                                                                                                                                                                                                    Submittal Phase: Preliminary
                                                                                                                                                                                                                                                                                                                                               HYDRANT
                                                                                                                                                                                            l                                                                                                                                                                                    AS           5           Acer x freemanii 'Sienna' / Sienna Glen® Maple                                           50`H x 40`W         2.5" cal.              B&B                               Plat & Preliminary CDs
                                                                                                                                                                                                                                                                                                                           >>
                                                                                                                                                                                114
                                                                                                                                                                                   4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                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           10          Amelanchier x grandiflora 'Autumn Brilliance' / Autumn Brilliance Apple Serviceberry     25`H x 25`W         1.5" cal.              Pot



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Plan
                                                                                                                                                                                                                                                                                                                                 >>
                                                                                                                                                                                                                                                                                                                         >>
>   >      >
                FO
                         >         >        >>   >             >                       >                       >                  >                    >               >                    >                                                                                                                                                                                    MP           7           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


                                                                                                                                                                                                                                                                                                                                                        >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                AS100


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 13' - 4"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      4                         3' - 0 1/8"

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2' - 0"                                11' - 4"



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1' - 10"



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2' - 0"

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  4' - 3"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2' - 6"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             NORTH DAKOTA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   P. O. BOX 1918
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Fargo, ND 58103
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2' - 6"                                                                                                                                                                                                          (701) 293-1350
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                MINNESOTA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            413 Wacouta Street, Suite 435
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Saint Paul, MN 55101
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   (651) 227-0644
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    22' - 0"                                                                                                                       18' - 0"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  3' - 6"                                                                                                                     3   AS100

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        W W W . W E A R E N I L E . COM


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2' - 6"

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ADD 2 STUDIO
                                                                                                                                                                                                                                                                                                    ALLEY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2' - 6"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         UNIT CHANGE -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           07/14/2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  4' - 3"

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2' - 0"                                                                                     NOT FOR
                                                                                                                                                                                                                                                                           STATE                                 STREET                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1' - 10"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           5

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         AS100
                                                                                                                                                                     76' - 8"                                                                                                                                                     180' - 0"                                                                                                                        8' - 0"     8' - 0"
                                                                                                                                                                                                                                                                                                                            20 STALLS @ 9'-0" EA                                                                                                                   ASILE     ADA STALL                                                                                                                                                                     6' - 7 5/8"                                4' - 8"         2' - 0"


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TRASH ENCLOSURE PLAN
                                                                                                                                                                                                                                                                                                                                                NEW CONC GUTTER - SEE                                                                                                                                                                    NEW ELEC TRANSFORMER

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2
                                                                                                                                                                                                                                                                                                                                                CIVIL                                                                                                                                                                                    ON EX PAD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1/4" = 1'-0"
                                                                                                                                                                       ONE-WAY -
                                                                                                                                                                       EXIT ONLY
                                                                                                                                                                                                                                                                                                                                               NEW ASPHALT PARK'G LOT -
                                                                                                                                                                                                                                                                                                                                               SEE CIVIL                                                                                                                                                                                                                                                                                                                                                                                                                               6" DIA. PIPE BOLLARD GATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       HINGES (TYP 2 PER GATE LEAF)
                                                                                                                                                                                                                                                                                   20' - 0"                                                     PROPERTY LINE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PREFINISHED METAL CAP
                                                                                                                    NEW CURB-CUT & CONC                                            MODULAR BLOCK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       FLASHING W/ DRIP EDGE (TYP)
                                                                                                                        APRON - SEE CIVIL                                          RETAINING WALL
                                                                                                                                                                                   w/CAP - SEE CIVIL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PADLOCK BRACKET & HASP
                                                                                                                    BUILDING SIGNAGE AND                                           NEW CONC STAIR
                                                                                                                     ADDRESS ON FACE OF
                                                                                                                    WALL - SEE ELEVS A201                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   6' - 8"                                                                    6" DIA. PIPE BOLLARD (TYP)
                                                                                                                                                                                                                                                                                                                                             NEW CONC STAIR                                                                                     SURMOUNTABLE CURB, TYP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             NEW CURB-CUT &
                                                                                                                                                                                                                                                                    ALUM GUARDRAIL &

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             NEW TRASH
                                                                                                                                                                                                                                                                    HANDRAIL, TYP BOTH SIDES                                                                                                                                                    @ ACC STALL - SEE CIVIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       TREX (OR EQ) SLATS ON TUBE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CONC APRON - SEE
                                                                                                                                                                                                                                                                                                                      DN
                                                                                                                                                                                                           DN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       STEEL GATE FRAME
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ENCLOSURE
                                                                                                                                                                                     ALUM GUARDRAIL &                                                                                                                                                                                                                                                                                                                                                             CIVIL                                    01 FIRST FLOOR                                                                                   6"
                                                                                                                                                                                     HANDRAIL, TYP
                                                                                                                                                                                                                                                                                                                                                                                                                                 7' - 4"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           100' - 0"
                                                                                                                                                                                     BOTH SIDES                        NEW STOOP, TYP - SEE STRUCT                  SHREDDED MULCH,                                                               BUILDING SET-BACK LINE                                     LINE OF BALCONY                    NEW STOOP, TYP -
                                                                                                                                                                                     SHREDDED MULCH,                   ROCK MAINTENANCE                             TYP - SEE
                                                                                                                                                                                     TYP - SEE                         STRIP, TYP - SEE                             LANDSCAPE                                                                                                                                ABOVE, TYP                         SEE STRUCT                                                                                                                                                                                                                                                                                                                             CANE POLE TYPE GATE PINS
                                                                                                                                                                                     LANDSCAPE                         LANDSCAPE
                                                                                                                                                                                                                                                                                                                     MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              2
                                                                                                                                                                                      UNIT DR @                                                UNIT DR @                                      UNIT DR @          ENTRANCE @         UNIT DR @                                               UNIT DR @                                              UNIT DR @                                                                                                AS100
                                                                                                                                                                                      ELEV               EXIT @                                ELEV                                           ELEV                ELEV 100'-0"           ELEV                                                    ELEV                            EXIT @                 ELEV
                                                                                                                                                                                      100'-0"          ELEV 100'-0"                            100'-0"                                        100'-0"                                   100'-0"                                                 100'-0"                        ELEV 100'-0"            100'-0"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SOUTH ELEV @ TRASH ENCL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      20' - 0"
                                                                                                                                                                                                                                                 ON-GRADE UNIT PATIO: 4" CONC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SHREDDED                                                                                                                             1/4" = 1'-0"
                                                                                                                                                                                                                                                  PAD w/THICKENED SLAB EDGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           MULCH, TYP -
                                                                                                                                                                                                                                                   OVER COMP SAND BASE, TYP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SEE LANDSCAPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               EX PARK'G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              AREA w/NEW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CURB/GUTTER &
                                                                                                                                                                                                                                                                                                38 UNIT APARTMENT BUILDING                                                                                                                                                                   PAVING, SEE                                                                                                                                                                                                                                                             PREFINISHED
                                                                                                                                                                                                                                                                                   3-STORY, SLAB-ON-GRADE, WOOD FRAMED STRUCTURE                                                                                                                                                                    CIVIL                                                                                                                                                                                                                                                            METAL FLASHING W/
                                                                                                                                                                                                                                                                                       ARCH FFE 1st FLOOR: REFERENCE ELEV. 100'-0"                                                                                                                                                                                                                                                                                                                                                                                                                                   DRIP EDGE                                                                                                                                          65
                                                                                                                                                                                                                                                                                                          EQUALS




                                                                       STREET                                                               BUILDING SET-BACK LINE
                                                                                                                                                                                                                                                                                                     CIVIL FFE: 1145.1'                                                                                                                                      SPRINKLER




                                                                                EXISTING SIDEWALK
                                                                                                                                                                                                                                                                                                                                                                                                                                                            RISER RM @




                                                                                                    PROPERTY LINE                                                                                                                                                                                                                                                                                                                                                                                                                           PROPERTY LINE
                                                                                                                                                                                                                                                                                                                                                                                                                                                            ELEV 100'-0"
                                                                                                                                                                                                                                                                                              SEE DRAWING 1/A101 FOR 1st FLOOR PLAN                                                                                                                                                                                                                                                                                                                                                         7' - 8"
                                                                                                                                  ONE-WAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ADHERED STONE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     OVER CMU




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 BUILDING SET-BACK LINE                                                                                       STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               01 FIRST FLOOR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            3 STORY, WOOD FRAMED STRUCTURE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               100' - 0"




                                                                       SECOND
                                                                                                                                                                                                   UNIT DR @                                  UNIT DR @                                       UNIT DR @                             UNIT DR @                                                UNIT DR @                               UNIT DR @
                                                                                                                                                                                                   ELEV                                       ELEV                                            ELEV                                       ELEV                                                     ELEV                                    ELEV




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         KENYON CROSSINGS
                                                                                                                                                                                                                                                                                                                EXIT @ ELEV



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              THIRD
                                                                                                                                                                                                   100'-0"                                    100'-0"                                         100'-0"                                   100'-0"                                                  100'-0"                                 100'-0"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EAST ELEV @ TRASH ENCL
                                                                                                                                                                                                                                                                                                                      100'-0"


                                                                                                                                                                                                                                                                              SHREDDED MULCH, TYP -
                                                                                                                                                                                                                                                                                                                                                                                                                          BUILDING SET-BACK LINE                                                                                                                                                                      4           1/4" = 1'-0"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             127 GUNDERSON BOULEVARD
                                                                                                                                                                                                                                                                              SEE LANDSCAPE




                                                                                                                                                                                                                                                                                                                                                                      BUILDING SET-                                                                                                                                                                                    ONE-WAY
                                                                                                                                                                                                                                             MODULAR BLOCK RETAINING                                                                                                                                                                                                                                      NEW CURB-CUT & CONC
                                                                                                                                                                                                                                             WALL w/CAP - SEE CIVIL                                                                                                                                                                                                                                           APRON - SEE CIVIL
                                                                                                                                                                                                                                                                                                                                                                                                                                               ONE-WAY
                                                                                                                                                                                                                                                                                                                                                                        BACK LINE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ENTRANCY ONLY
                                                                                                                                                                                        18' - 0"
                                                                                                                                                                                                                                             SHREDDED MULCH, TYP - SEE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                6" DIA. PIPE BOLLARD GATE
                                                                                                                                                                                                                ONE-WAY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              KENYON, MINNESOTA 55946
                                                                                                                                                                                                                                             LANDSCAPE                                                9' - 0"         9' - 0"      9' - 0"        9' - 0"                                                                                                                                                                                                                                                                                                                                                                                                             HINGES (TYP 2 PER GATE LEAF)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           APARTMENTS
                                                                                                                                                                                                                                             NEW ASPHALT PARK'G LOT &                                 TYP          ADA S          ASILE        ADA S
                                                                                                                                                                                                                                                                                                                         TALL                        TALL
                                                                                                                                                                                                                                             DRIVE - SEE CIVIL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        D-TYPE PULL HANDLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           6' - 8"
                                                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED PROPERTY LINE - SEE CIVIL

                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PADLOCK BRACKET & HASP
                                                                                                                                                                                                                                                                                                                                                              "
                                                                                                                                                                                                                                                                                                                                                            20' - 0
                                                                                                                                                                                                                                                                                                                                                                                      PROPERTY LINE -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TREX (OR EQ) SLATS ON TUBE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      STEEL GATE FRAME
                                                                                                                                                                                                                                                                                                                                                                                         SEE CIVIL                                                                                                                                                                                  9' - 4"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           6"
                                                                                                                                                                                                                      BUILDING SET-BACK LINE                                                                                                                                                            75
                                                                                                                                                                                                                                                                                                                                                                                                        °


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      9' - 0"
                                                                                                                                                                                                                                                                                                                                                                                                                                                         EXISTING GUNDERSON                                                                                                         ADA STALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                             APT BUILDING                                                                                                                                                         WEST ELEV @ TRASH ENCL
                                                                                                                                                                                                                          PROPERTY LINE
                                                                                                                                                                                                                                                            205' - 10"
                                                                                                                                                                                                                                                                                                                                                                                                                                                      20-UNIT, 1-STORY, SLAB-ON-GRADE,
                                                                                                                                                                                                                                                                                                                                                                                                                                                          WOOD FRAMED STRUCTURE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5           1/4" = 1'-0"
                                                                                                                                                                                                                                                21 STALLS (19 STANDARD / 2 ADA)



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        REV DATE DESCRIPTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ADD 06/02/2026 PRE-BID ADDENDUM 1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ADD 07/14/2026 STUDIO UNIT CHANGES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         2

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        RADIUS CONC.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TOP - PAINT TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        MATCH POST



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        6" DIA CONC FILLED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        STEEL POST - PAINT
                           ARCH SITE PLAN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          NORTH
                       1   1/16" = 1'-0"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           6' - 6"


                           ZONING INFORMATION:

                           ZONING DISTRICT:      R-3 DISTRICT

                           MAIN BLDG HEIGHT:     +/- 42' (< 50' MAX)

                           ACCESSORY BLDGS:      NONE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DEPTH AS REQUIRED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        BY CODE OR TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ACHIEVE ADEQUATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SOIL BEARING -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        VERIFY W/ CIVIL


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROJECT NUMBER:                                       26002
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DRAWN BY:                                              JWH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CHECKED BY:                                            JWH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1' - 6" DIA                                                       ISSUED FOR PERMIT:                                     TBD

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ARCHITECTURAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SITE PLAN


7/14/2026 1:25:50 PM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TYPICAL BOLLARD DETAIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          6   3/4" = 1'-0"



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           © 2024 REBOUND - NILE, LLC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                AS100
                                                DD CC.8               AA                       W.8               W          V             U           T                    S             R          Q.2                                        N.8           N              L                       K                            J      H              G.2                                            D                 A

                                                                                                       1                  1         4                              3                                                                   1                                                                                                                                                                         2
                                                                                                      A311               A312      A311                           A311                                                                A301                                                                                                                                                                      A311


                                                                                         1
                                                                                        A332




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       NORTH DAKOTA
                          04 TRUSS BEARING                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   P. O. BOX 1918
                          127' - 8 7/8"                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Fargo, ND 58103
                                                                                                                                                                                                                                                  NOM 1X4
                                                                                                                                                                                                                                               FASCIA, TYP                                                                                                                                                                                                                                                                                   (701) 293-1350
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           MINNESOTA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       413 Wacouta Street, Suite 435
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Saint Paul, MN 55101
                          03 THIRD FLOOR                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      (651) 227-0644
                          119' - 8 3/4"                                                                                                                                                        PTAC                                               SMOOTH
                                                                                                                                                                                         LOUVER, TYP                                           FACE HARDI                                                                                                      NOM 1X8
                                                                                                                                                                                                                                               PANEL, TYP                                                                                                      FASCIA, TYP                                                                                                                                                       W W W . W E A R E N I L E . COM
                                                                                                                                                                                             THIN BRICK
                                                                                                                                                                                               SOLDIER                                             2" ADH
                                                                                                                                                                                              CRSE, TYP                                        STONE CAP,
                                                                                                                                                                                                                                                      TYP


                          02 SECOND FLOOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PLAN REVEW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SET 07/09/2026
                                                                                                                                                                                                                                                                                                                                                               PRE-FIN MTL
                          109' - 10 7/8"                                                                                                                                                                                                                                                                                                                       DOWNSPOUT, TYP




                          01 FIRST FLOOR
                          100' - 0"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         NOT FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CONSTRUCTION




                          EXTERIOR ELEVATION - EAST
                      1   1/8" = 1'-0"




                                                A            B        C             E                G.3         H          J             K               L                M             N                                                                   R              T                       U                            V      W              W.7                      Z                         BB   CC   CC.8 DD

                                                       2                                                                                                                                                     1                                                        3                                           4               1              1
                                                      A311                                                                                                                                                  A301                                                     A311                                        A311            A312           A311                1
                                                                                                                                                                                                                                                                                                                                                                   A332




                          04 TRUSS BEARING
                          127' - 8 7/8"
                                                                                                                                                                                             NOM 1X4
                                                                                                                                                                                             FASCIA, TYP

                          NOM 1X8
                          FASCIA, TYP

                          03 THIRD FLOOR
                          119' - 8 3/4"                                                                                                                                                                                                      PTAC                                                                                                                                                                                                                                                                                                                                                                  66
                                                                                                                                                                                             SMOOTH FACE
                                                                                                                                                                                                                                             LOUVER, TYP
                          PRE-FIN MTL                                                                                                                                                        HARDI PANEL,
                                                                                                                                                                                             TYP                                             THIN BRICK
                          DOWNSPOUT, TYP
                                                                                                                                                                                             2" ADH STONE                                    SOLDIER CRSE,
                                                                                                                                                                                             CAP, TYP                                        TYP



                          02 SECOND FLOOR
                          109' - 10 7/8"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       3 STORY, WOOD FRAMED STRUCTURE
                                                                                                                                                                                                                                                                                                                                                                                                                              EXTERIOR FINISH LEGEND




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 KENYON CROSSINGS
                                                                                                                                                                                                                                                                                                                                                                                                                                                            STN1                                           FC2
                          01 FIRST FLOOR                                                                                                                                                                                                                                                                                                                                                                                                        STN1                                            FC2
                          100' - 0"                                                                                                                                                                                                                                                                                                                                                                                                             MANUFACTURED STONE BY                           PRODUCT: 4" EXPOSURE VINYL
                                                                                                                                                                                                                                                                                                                                                                                                                                                STONEWORKS                                      SIDING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        127 GUNDERSON BOULEVARD
                                                                                                                                                                                                                                                                                                                                                                                                                                                MANUFACTURER: CULTURED                          MANUFACTURER: ROYAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                STONE                                           BUILDING PRODUCTS (OR EQ)
                                                                                                                                                                                                                                                                                                                                                                                                                                                PROFILE: TUSCAN                                 FINISH / COLOR: COLORSCAPES
                                                                                                                                                                                                                                                                                                                                                                                                                                                LEDGESTONE                                      DARK COLLECTION "SHAMROCK"
                                                                                                                                                                                                                                                                                                                                                                                                                                                COLOR: WILLOW PEAK



                                                                                                                                                                                                                                                                                                                                                                                                                                                TB1
                                                                                                                                                                                                                                                                                                                                                                                                                                                            TB1                                 FC3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FC3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         KENYON, MINNESOTA 55946

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   APARTMENTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                THIN BRICK                                      PRODUCT: 4" EXPOSURE VINYL

                          EXTERIOR ELEVATION - WEST
                                                                                                                                                                                                                                                                                                                                                                                                                                                MANUFACTURER: TBD                               SIDING

                      2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                MANUFACTURER: ROYAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                BUILDING PRODUCTS (OR EQ.)
                          1/8" = 1'-0"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                FINISH/COLOR: COLORSCAPES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                TRADITIONAL COLLECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                "LINEN"


                                                                                                                                                                                                                                                                                                                                                                                                                                                SHAKES
                                                                                                                                                                                                                                                                                                                                                                                                                                                          SHAKE                                            WD1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                WD1
                                                                                                                                                                                                                                                                                                                                                                                                                                                PRODUCT: VINYL SHAKES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                TRIM BOARDS: LP SMARTSIDE
                                                                                                                                                                                                                                                                                                                                                                                                                                                MANUFACTURER: ROYAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                COLOR: ARTIC WHITE
                                                                                                                                                                                                                                                                                                                                                                                                                                                BUILDING PRODUCTS (OR EQ.)
                                                                                                                                                                                                                                                                                                                                                                                                                                                FINISH/COLOR:
                                                                                                                                                                                                                                                                                                                                                                                                                                                COLORSCAPES TRADITIONAL
                                                                 12   11   10   8                            7       5    4.8                 4   3   2       1                                                                        1        2      3         4                 4.8        5              7                              8      9     10   11     12                                                                         COLLECTION "LINEN"

                                                                                                                             2                                                                                                                                                   2
                                                                                                                            A301                                                                                                                                                                                                                                                                                                                           FC1                                             MTL1
                                                                                                                                                                                                                                                                                A301                                                                                                                                                            FC1                                             MTL1
                                                                                                                                                                                                                                                                                                                                                                                                                                                PRODUCT: 4" EXPOSURE                            ALUMINUM FASCIA & SOFFIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                VINYL SIDING                                    PANELS; SHEET METAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                MANUFACTURER: ROYAL                             FLASHING
                                                                                                                                                                                                                                                                                                                                                                                                                                                BUILDING PRODUCTS (OR EQ)                       COLOR: WHITE
                                                                                                                                                                                                                                                                                                                                                                                                                                                FINISH / COLOR:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 REV     DATE    DESCRIPTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                COLORSCAPES DARK
                                                                                                                                                                                                                                                                                                                                                                                                                                                COLLECTION "HEATHER"

                                                                                                                                                                                                                                                                                                                                                                                                                                                           SH1
                                                                                                                                                                                                                                                                                                                                                                                                                                                SH1
                                                                                                                                                                                                                                                                                                                                                                                                                                                ARCHITECTURAL GRADE
                                                                                                                                                                                                                                                                                                                                                                                                                                                ASPHALT SHINGLES
                                                                                                                                                                                                                                                                                                                                                                                                                                                COLOR: BLACK



                          04 TRUSS BEARING                                                                                                                                                                                                                                                                                                                                          04 TRUSS BEARING
                          127' - 8 7/8"                                                                                                                                                                                                                                                                                                                                                    127' - 8 7/8"



                                                                                                                                                                         ALUM RAILING,
                                                                                                                                                                                  TYP
                                                                                                                                                                                                            ALUM RAILING,
                                                                                                                                                                                                            TYP
                                                                                                                                                                                                                                                                                                                                                                                                                              GENERAL EXTERIOR ELEVATION NOTES
                          03 THIRD FLOOR                                                                                                                                                                                                                                                                                                                                              03 THIRD FLOOR
                          119' - 8 3/4"                                                                                                                                                                                                                                                NOM 1x8 FASCIA, TYP                                                                                  119' - 8 3/4"                     1. ARCHITECTURAL F.F.E.: XXX'-X"/100'-0" = CIVIL F.F.E.: GFE: XXX.XX' / FFE: XXX.XX'.
                                                                                                                                                                     NOM 1x8 FASCIA,
                                                                                                                                                                                TYP
                                                                                                                                                                                                                                                                                                                                                                                                                                  GRADE SHOWN FOR REPRESENTATION ONLY, SEE CIVIL FOR FINAL.
                                                                                                                                                                                                                                                                                       PRE-FIN MTL                                                                                                                            2. INSTALL ALL EXTERIOR FINISHES PER MANUFACTURER'S RECOMMENDATIONS AND
                                                                                                                                                                        PRE-FIN MTL                                                                                                    DOWNSPOUT, TYP
                                                                                                                                                                                                                                                                                                                                                                                                                                  REQUIREMENTS.
                                                                                                                                                                     DWNSPOUT, TYP
                                                                                                                                                                                                                                                                                                                                                                                                                              3. PROVIDE CONTINUOUS FLASHING AT EVERY RECTANGULAR PENETRATION AND AS
                                                                                                                                                                         2" ADH STONE                       2" ADH STONE                                                                                                                                                                                                          REQUIRED BY FINISH MANUFACTURERS RECOMMENDATIONS.
                                                                                                                                                                              CAP, TYP                      CAP, TYP                                                                                                                                                                                                          4. PROVIDE BACKER ROD AND SEALANT AROUND CIRCULAR PENETRATIONS AS
                                                                                                                                                                                                                                                                                                                                                                                                                                  REQUIRED BY FINISH MANUFACTURE'S RECOMMENDATIONS.
                          02 SECOND FLOOR                                                                                                                                                                                                                                                                                                                                           02 SECOND FLOOR
                          109' - 10 7/8"                                                                                                                                                                                                                                                                                                                                                  109' - 10 7/8"                      5. PROVIDE CONTINUOUS FLASHING AT ALL VERTICAL AND HORIZONTAL MATERIAL
                                                                                                                                                                          THIN BRICK                        THIN BRICK                                                                                                                                                                                                            TRANSITIONS. FLASHING TO OVERLAP UNDERNEATH FACADE MATERIAL ABOVE
                          MODULAR BLK                                                                                                                               SOLDIER COURSE,                         SOLDIER COURSE,                                                                                                                                                                                                       AND AT VERTICAL INSIDE CORNERS TO A DEPTH OF NO LESS THAN 6".
                          RETAINING WALL, TYP                                                                                                                                    TYP                        TYP                                                                                                   2" ADH STONE
                                                                                                                                                                                                                                                                                                                  CAP, TYP                                                                                                    6. FINISH OF ALL EXTERIOR GRILLES AND LOUVERS TO MATCH WALL ON WHICH IT
                          ALUM STAIR                                                                                                                                     VTAC LOUVER,                                                                                                                                                                                                                                             OCCURS.
                          RAILING, TYP                                                                                                                                            TYP                       VTAC LOUVER,                                                                                                                                                                                                      7. FINISH OF ALL METAL FLASHING AND COPING TO BE PREFINISHED TO MATCH
                                                                                                                                                                                                            TYP                                                                                                                                                                                                                   FINISH MATERIAL ON WHICH IT OCCURS.
                                                                                                                                                                                                                                                                                                                                                                                                                              8. THIN BRICK VENEER TO BE INSTALLED PER MANUFACTURES RECOMMENDATIONS
                                                                                                                                                                                                                                                                                                                                                                                       01 FIRST FLOOR
                                                                                                                                                                                                                                                                                                                                                                                                                                  WITH EXPANSION JOINTS AS RECOMMENDED BY MANUFACTURER. JOINING
                                                                                                                                                                                                                                                                                                                                                                                                100' - 0"
                                                                                                                                                                                                                                                                                                                                                                                                                                  LOCATIONS TO BE PLANNED FOR LEAST OBTRUSIVE LOCATIONS SUCH AS IN                               PROJECT NUMBER:                                         26002
                                                                                                                                                                                                                                                                                                                                                                                                                                  ALIGNMENT WINDOW OR DOOR JAMBS. VERIFY LOCATIONS OF ALL PROPOSED
                                                                                                                                                                                                                                                                                                                                                                                                                                  JOINTS WITH OWNER.                                                                             DRAWN BY:                                                JWH
                                                                                                                                                                                                                                                                                                                                                                                                                              9. IF WATER RESISTIVE BARRIER (WRB) BEHIND DIFFERENT EXTERIOR CLADDING                             CHECKED BY:                                              JWH
                                                                                                                                                                                                                                                                                                                                                                                                                                  MATERIALS IS DISSIMILAR, THEN DISSIMILAR WRG/S SHALL OVERLAP A MINIMUM OF
                                                                                                                                                                                                                                                                                                                                                                                                                                  1'-0". THE OVERLAP SHALL PROVIDE POSITIVE DRAINAGE AGAINST THE WALL                            ISSUED FOR PERMIT:                                       TBD
                                                                                                                                                                                                                                                                                                                                                                                                                                  BEHIND THE SURFACE MATERIAL. GC IS TO BE FAMILIAR WITH WRB'S AND THEIR
                                                                                                                                                                                                                                                                                                                                                                                                                                  APPLICABILITY/ COMPATIBILITY.
                                                                                                                                                                                                                                                                                                                                                                                                                              10. GC TO INSTALL APPROPRIATE BUILDING ADDRESS NUMBERS PERMANENTLY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EXTERIOR
                                                                                                                                                                                                                                                                                                                                                                                                                                  POSTED ON THE BUILDING, CONTRASTING BACKGROUND, AS REQUIRED BY LOCAL                                    ELEVATIONS
                          EXTERIOR ELEVATION - SOUTH                                                                                                                                                                  EXTERIOR ELEVATION - NORTH                                                                                                                                                                                  JURISDICTION. VERIFY LOCATION, SIZE AND COLOR WITH OWNER AND




7/9/2026 6:50:22 PM
                      3   1/8" = 1'-0"                                                                                                                                                                         4       1/8" = 1'-0"
                                                                                                                                                                                                                                                                                                                                                                                                                                  JURISDICTION.
                                                                                                                                                                                                                                                                                                                                                                                                                              11. COORDINATE LOCATIONS AND QUANTITIES OF DOWN SPOUTS WITH CIVIL AND



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             A201
                                                                                                                                                                                                                                                                                                                                                                                                                                  MANUFACTURE'S RECOMMENDATIONS.
                                                                                                                                                                                                                                                                                                                                                                                                                              12. ANNODIZED ALUMINUM FASCIA & VENTED SOFFIT PANELS TO BE WHITE


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    © 2024 REBOUND - NILE, LLC
                                                                     AGENDA ITEM NO.
                                                                     VIIIA.


 Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                           August 6, 2026

SUBMITTED BY:                   Holli Gudknecht, Administration

ITEM TYPE:                      Legal

AGENDA SECTION:                 LEGAL

SUBJECT:                        Lot Split: Gerald Bartel
                                          1. Resolution 2026-29: Approving Minor Subdivision - Lot
                                             Split Application –PID 66.540.1200 Gerald Bartel

SUGGESTED ACTION:               Motion needed to adopt Resolution 2026-29

ATTACHMENTS:
Lot Split -Bartel.pdf
Resolution 2026-29-Lot Split Gerald Bartel.docx




                                                                                                     67
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Member ____________ introduced the following resolution and moved its adoption:

                                  CITY OF KENYON
                                COUNTY OF GOODHUE
                                STATE OF MINNESOTA

                               RESOLUTION NO. 2026-29

                  RESOLUTION APPROVING MINOR SUBDIVISION OF
                          CITY OF KENYON PROPERTY

       WHEREAS, an application has been filed by Gerald Bartel and Emma Bartel (the
“Owners”) the owners of a parcel of land requesting a subdivision to permit the splitting of a
parcel of land located within the City of Kenyon, Goodhue County, Minnesota, for sale
purposes;

        WHEREAS, a Surveyor's Certificate from Rapp Land Surveying, Inc. dated May 29,
2026, has been provided and placed on record setting forth the proposed subdivision and
creating the legal descriptions for the subdivided parcels, all as described as follows:

     See the attached Surveyor’s Certificate set forth in Exhibit A for PID 66-180-0052
                                        for Parcel A;

       WHEREAS, such a lot-split can be accomplished as a minor subdivision pursuant to
the Kenyon City Code Section 565.17;

       WHEREAS, the City Council, at a meeting, duly held on August 6, 2026, approved
said minor subdivision;

       WHEREAS, it appears that it will be in the best interest of the City to approve such
minor subdivision, subject to the conditions noted herein;

       WHEREAS, a majority of all members of the City Council concur in this Resolution.

      NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE
CITY OF KENYON, MINNESOTA, AS FOLLOWS:

       1.      The recitals set forth above in this Resolution are incorporated into and made
               part of this Resolution.

       2.      The requirements for this minor subdivision pursuant to the Kenyon City Code
               are satisfied.

       3.      The requested minor subdivision is hereby approved.

       4.      City staff is authorized to take all necessary further action to implement this
               resolution.



                                              1
                                                                                                 70
Dated: August 8, 2026


                                               ___________________________________
                                               Donald Kirchmann, Mayor
ATTEST:


____________________________________
Scott Lehner
City Administrator


The motion for the adoption of the foregoing resolution was duly seconded by member
_________________upon vote being taken thereon, all voted in favor thereof. No members
voted against same.

Whereupon said resolution was declared duly passed and adopted.




                                           2
                                                                                         71
             Exhibit A
       Surveyor’s Certificate
Minor Subdivision of PID 66-180-0052




                A-1                    72
                                                                 AGENDA ITEM NO.
                                                                 VIIIB.


Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                         August 6, 2026

SUBMITTED BY:                 Holli Gudknecht, Administration

ITEM TYPE:                    Legal

AGENDA SECTION:               LEGAL

SUBJECT:                      Lot Combination: Chad Bauer
                                1. Resolution 2026-30: Approving Lot Combination Chad Bauer

SUGGESTED ACTION:             Motion Needed to Adopt Resolution 2026-30

ATTACHMENTS:
Lot Combination Bauer.pdf
Resolution 2026-30 Approving_Lot_Combination_(Bauer).doc




                                                                                              73
74
75
Member ___________ introduced the following resolution and moved its adoption:

                                  RESOLUTION NO. 2026-30
                                     CITY OF KENYON
                                   COUNTY OF GOODHUE
                                   STATE OF MINNESOTA

                        RESOLUTION GRANTING APPROVAL OF A
                         LOT COMBINATION FOR CHAD BAUER

        WHEREAS, Chad Bauer (collectively the “Applicant”) is the fee owner of the properties as
legally described and depicted in Exhibit A (collectively, the “Property”); and

       WHEREAS, the Applicant has applied to the City to combine the lots constituting the
Property into one lot; and

       WHEREAS, a Surveyor’s Certificate from Rapp Land Surveying has been provided by the
Applicant and placed on record setting forth the legal description for the proposed lot combination,
which is attached as Exhibit A; and

       WHEREAS, such lot combination can be accomplished as a minor subdivision pursuant to
the Kenyon City Code Section 565.17; and

        WHEREAS, such lot combination is subject to the requirement that appropriate easements
for street right-of-way and utilities are executed and dedicated to the City of Kenyon, if necessary;
and

      WHEREAS, the City Council, at a meeting, duly held on August 6, 2026, approved said lot
combination, subject to the foregoing condition; and

      WHEREAS, it appears that it will be in the best interest of the City to approve such lot
combination, subject to the conditions noted herein.

NOW THEREFORE, BE IT RESOLVED BY THE city council of the City of Kenyon, that:

       1.      The above-referenced recitals are incorporated herein to this Resolution as if fully
               set forth herein.

       2.      The lot combination is subject to the requirement that appropriate easements for
               street right-of-way and utilities are executed and dedicated to the City of Kenyon, if
               necessary in the sole discretion of the City.

       3.      The requirements for this lot combination pursuant to the Kenyon City Code are
               satisfied.

       4.      This Resolution is subject to the condition that the Applicant is in compliance and
               will be in compliance at all times with all applicable laws, rules, and regulations
               concerning the Property.
                                                A-1
                                                                                                        76
       5.      This resolution is subject to the condition that all representations, written and oral,
               made by the Applicant and the Applicant’s agents and representatives to the City
               contained in and concerning the application for the lot combination must have
               been true, complete, and accurate at the time they were made, and they must
               remain true and accurate for the duration of the lot combination.

       6.      The approvals contemplated herein are subject to the condition that the Applicant
               must pay for all costs incurred by the City for consideration and review of the
               application for the lot combination, including preparation and review of plans and
               specifications by consultants and all actions taken in the adoption of this
               resolution.

       7.      The requested lot combination is hereby approved, subject to the foregoing
               conditions and one lot is created and one property identification number should be
               issued for the Property.

       8.     City staff are authorized to take all necessary further action to implement this
              Resolution.

Dated: August 6, 2026

                                                      ___________________________________
                                                      Donald Kirchmann, Mayor
ATTEST:


____________________________________
Scott Lehner, City Administrator


The motion for the adoption of the foregoing resolution was duly seconded by member _________
upon vote being taken thereon, the following voted in favor thereof: all members and the following
voted against same: _None_.

Whereupon said resolution was declared duly passed and adopted.




                                                A-2
                                                                                                         77
Exhibit “A”




   A-3
              78
                                                           AGENDA ITEM NO. IXA.


Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                 August 6, 2026

SUBMITTED BY:         Holli Gudknecht, Administration

ITEM TYPE:            **Financial

AGENDA SECTION:       FINANCIAL

SUBJECT:              July 2026 Financial Reports and Payment of Claims

SUGGESTED ACTION:     **These items were approved under the Consent Agenda

ATTACHMENTS:
8-6-26 REVENUE.pdf
8-6-26 EXPENSES.pdf
8-6-26 CHECKS.pdf




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                                                                 AGENDA ITEM NO. XA.


 Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                          August 6, 2026

SUBMITTED BY:                  Holli Gudknecht, Administration

ITEM TYPE:                     Old Business

AGENDA SECTION:                OLD BUSINESS

SUBJECT:                       2027 Budget Update

SUGGESTED ACTION:

ATTACHMENTS:
Kenyon, City of - Budget Memo 8.3.26.pdf




                                                                                       115
                                                    BUDGET MEMO


TO:               CITY ADMINISTRATOR
FROM:             ABDO FINANCIAL SOLUTIONS, LLC
SUBJECT:          COUNCIL WORK SESSION
DATE:             8/6/2026


Introduction

Upon your request, we have summarized some of the key items for consideration in this year’s budget.

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 $2,634 for 2027 for a total of $669,350.

      •   The total 2027 tax levy is proposed to increase $158,008 or 10.34% from 2026.

              o   The general levy increased $176,218 or 25.50%.

                      ▪   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 2026.

              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 relating to this increase are removing the transfer of the interfund loan into revenue due
                          to loan being 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.




                                                                                                                               116
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      $       867,307      $       176,218           25.50%        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      $     1,686,549      $       158,008           10.34%

    Tax Capacity                             $     1,822,872      $     1,822,872      $               -             0.00%

    City Tax Rate*                                     83.85%               92.52%               8.67%

*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




                                                                                                                                       117
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      $               578     $                54
Residential                 200,000                 171,500                        1,438                    1,587                     149
Residential                 300,000                 280,500                        2,352                    2,595                     243
Residential                 400,000                 389,500                        3,266                    3,604                     338
Commercial                  500,000                 500,000                        7,756                    8,558                     802

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    $      867,307      $     176,218
  Licenses and permits                13,088           15,241                6,609            11,200            15,000              3,800
  Intergovernmental                  748,139          757,332                     -          748,652           744,296             (4,356)
  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                    -               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         1,930,103            178,882

Revenue Key Changes:

   •   Property taxes - increase to offset increases in expenditures 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               58,654           200,635           143,429            (57,206)
  Law Enforcement                    671,397          620,535              309,524           544,946           664,946            120,000
  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              922,859         1,751,221         1,930,103            178,882




                                                                                                                                             118
Expenditure Key Changes:

    •   City Administration -

            o   Increase in wages and benefits due to COLA and step increases.

            o   Increase in outside services due to 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 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 , 6.1%                       City Council , 0.9%
                                                        Parks , 4.0%                              City Administration ,
                                                                                                         21.1%
                             Street lighting, 1.5%


                          Recycling , 2.6%                                                            Auditing , 1.0%

                     Streets , 16.5%
                                                                                                            City Attorney , 3.1%


                                                                                                            City Engineer , 0.8%


                                                                                                          General Government ,
                                                                                                                  7.4%




                                                        Law Enforcement ,
                                                             34.6%




Budget Detail - By Fund

The following financial reports are attached:

    •   Revenues
    •   Expenses



                                                                                                                                   119
                                                                                                                                                        08/03/26 9:27 AM
                                                                       CITY OF KENYON
                                                                                                                                                                 Page 1
                                                                    ABDO REVENUE BUDGET

                                                                                  2025                            2026          2026            2027
         Act 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     $1,225.23       $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    $59,243.08      $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     $867,307.00
         101-41000-33401 LOCAL GOVERNMENT AID               $664,264.50     $665,114.00     $665,115.00     $666,716.00         $0.00     $669,350.00
         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   $1,548,657.00

  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
                                                                                                                                                                   120
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                                                              CITY OF KENYON
                                                                                                                                            Page 2
                                                           ABDO REVENUE BUDGET

                                                                      2025                      2026         2026         2027
      Act 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
                                                                                                                                             121
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                                                                    CITY OF KENYON
                                                                                                                                                               Page 3
                                                                 ABDO REVENUE BUDGET

                                                                               2025                            2026          2026            2027
         Act 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   $258,880.34   $1,930,103.00

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
                                                                                                                                                                122
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                                                                       CITY OF KENYON
                                                                                                                                                       Page 4
                                                                    ABDO REVENUE BUDGET

                                                                               2025                        2026         2026         2027
           Act 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
                                                                                                                                                        123
                                                                                                                                               08/03/26 9:27 AM
                                                                      CITY OF KENYON
                                                                                                                                                         Page 5
                                                                   ABDO REVENUE BUDGET

                                                                               2025                        2026          2026          2027
           Act 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
                                                                                                                                                          124
                                                                                                                             08/03/26 9:27 AM
                                                                    CITY OF KENYON
                                                                                                                                       Page 6
                                                                 ABDO REVENUE BUDGET

                                                                          2025                  2026        2026      2027
         Act 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              125
                                                                                                                                      08/03/26 9:27 AM
                                                                  CITY OF KENYON
                                                                                                                                                Page 7
                                                               ABDO REVENUE BUDGET

                                                                           2025                        2026       2026        2027
         Act 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              126
                                                                                                                                     08/03/26 9:27 AM
                                                                 CITY OF KENYON
                                                                                                                                               Page 8
                                                              ABDO REVENUE BUDGET

                                                                         2025                      2026         2026         2027
           Act 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   $59,573.00
          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    $59,573.00

   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    $59,573.00

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
                                                                                                                                                127
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                                                                   CITY OF KENYON
                                                                                                                                                 Page 9
                                                                ABDO REVENUE BUDGET

                                                                           2025                      2026         2026         2027
           Act 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
                                                                                                                                                  128
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                                                                    CITY OF KENYON
                                                                                                                                        Page 10
                                                                 ABDO REVENUE BUDGET

                                                                          2025                     2026       2026      2027
           Act 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
                                                                                                                                          129
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                                                                     CITY OF KENYON
                                                                                                                                                  Page 11
                                                                  ABDO REVENUE BUDGET

                                                                              2025                        2026          2026      2027
         Act 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              130
                                                                                                                                               08/03/26 9:27 AM
                                                                       CITY OF KENYON
                                                                                                                                                        Page 12
                                                                    ABDO REVENUE BUDGET

                                                                                  2025                          2026          2026      2027
         Act 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
                                                                                                                                                          131
                                                                                                                                                  08/03/26 9:27 AM
                                                                      CITY OF KENYON
                                                                                                                                                           Page 13
                                                                   ABDO REVENUE BUDGET

                                                                                 2025                            2026            2026      2027
         Act 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              132
                                                                                                                                              08/03/26 9:27 AM
                                                                 CITY OF KENYON
                                                                                                                                                       Page 14
                                                              ABDO REVENUE BUDGET

                                                                            2025                          2026          2026          2027
         Act 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              133
                                                                                                                                                        08/03/26 9:27 AM
                                                                    CITY OF KENYON
                                                                                                                                                                 Page 15
                                                                 ABDO REVENUE BUDGET

                                                                               2025                             2026            2026            2027
         Act 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   $2,858,463.61   $3,934,031.00




                                                                                                                                                                   134
                                                                                                                                            08/03/26 9:30 AM
                                                                 CITY OF KENYON
                                                                                                                                                     Page 1
                                                              ABDO EXPENSE BUDGET

                                                                                          2025          2026          2026          2027
        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                 135
                                                                                                                                      08/03/26 9:30 AM
                                                                                                                                                Page 2
                                                                                       2025         2026         2026         2027
      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    $3,539.24   $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       $68.07      $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
                                                                                                                                                    136
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                                                                                                                                                     Page 3
                                                                                         2025          2026          2026          2027
     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    $58,654.49   $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   $124,900.00
      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
                                                                                                                                                         137
                                                                                                                                             08/03/26 9:30 AM
                                                                                                                                                       Page 4
                                                                                           2025          2026          2026          2027
      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   $664,946.00

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                 138
                                                                                                                                           08/03/26 9:30 AM
                                                                                                                                                     Page 5
                                                                                          2025         2026          2026          2027
      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      $269.82         $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   $49,346.13   $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                 139
                                                                                                                                                         08/03/26 9:30 AM
                                                                                                                                                                   Page 6
                                                                                                   2025          2026            2026            2027
        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   $922,858.96   $1,751,221.00   $1,930,103.00

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
                                                                                                                                                                       140
                                                                                                                                              08/03/26 9:30 AM
                                                                                                                                                        Page 7
                                                                                              2025         2026          2026         2027
           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                 141
                                                                                                                                                08/03/26 9:30 AM
                                                                                                                                                          Page 8
                                                                                               2025         2026          2026          2027
           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
                                                                                                                                                              142
                                                                                                                                            08/03/26 9:30 AM
                                                                                                                                                      Page 9
                                                                                          2025          2026          2026          2027
         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                                                                                                                                143
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                                                                                                                                                    Page 10
                                                                                            2025         2026         2026         2027
         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
                                                                                                                                                         144
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                                                                                                                                                       Page 11
                                                                                            2025          2026          2026          2027
          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
                                                                                                                                                            145
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                                                                                                                                                        Page 12
                                                                                               2025          2026         2026         2027
          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                 146
                                                                                                                                               08/03/26 9:30 AM
                                                                                                                                                        Page 13
                                                                                              2025         2026          2026          2027
          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
                                                                                                                                                             147
                                                                                                                                             08/03/26 9:30 AM
                                                                                                                                                      Page 14
                                                                                           2025          2026          2026          2027
      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    $80,650.00
      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   $335,711.00

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                 148
                                                                                                                                              08/03/26 9:30 AM
                                                                                                                                                       Page 15
                                                                                            2025          2026          2026          2027
        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   $447,058.00

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                 149
                                                                                                                                                08/03/26 9:30 AM
                                                                                                                                                         Page 16
                                                                                              2025          2026          2026          2027
         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
                                                                                                                                                              150
                                                                                                                                               08/03/26 9:30 AM
                                                                                                                                                        Page 17
                                                                                            2025          2026            2026         2027
      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
                                                                                                                                                             151
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                                                                                                                                                    Page 18
                                                                                          2025         2026          2026          2027
      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   $137,200.00
      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
                                                                                                                                                         152
                                                                                                                                                         08/03/26 9:30 AM
                                                                                                                                                                  Page 19
                                                                                                   2025            2026            2026          2027
         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    $688,281.00

  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   $745,451.00

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
                                                                                                                                                                       153
                                                                                                                                          08/03/26 9:30 AM
                                                                                                                                                   Page 20
                                                                                          2025         2026          2026         2027
        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                 154
                                                                                                                                                08/03/26 9:30 AM
                                                                                                                                                         Page 21
                                                                                            2025          2026            2026          2027
        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
                                                                                                                                                              155
                                                                                                                             08/03/26 9:30 AM
                                                                                                                                      Page 22
                                                                                          2025      2026     2026     2027
         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
                                                                                                                                           156
                                                                                                                                                       08/03/26 9:30 AM
                                                                                                                                                                Page 23
                                                                                               2025            2026            2026            2027
         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   $4,154,445.13   $7,967,885.78   $5,709,917.00




                                                                                                                                                                     157
                                                                       AGENDA ITEM NO. XIA.


 Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                           August 6, 2026

SUBMITTED BY:                   Holli Gudknecht, Administration

ITEM TYPE:                      New Business

AGENDA SECTION:                 NEW BUSINESS

SUBJECT:                        2026 2nd Quarter Report - Abdo

SUGGESTED ACTION:               Motion needed to accept the second quarter financial report

ATTACHMENTS:
Kenyon, City of - 2026 2QTR Report - 8.3.26.pdf




                                                                                              158
2nd Quarter Report




City of Kenyon
Kenyon, Minnesota


As of June 30, 2026




                      159
                                                                                              August 3, 2026




                                      ACCOUNTANT'S COMPILATION REPORT




Honorable Mayor and City Council
City of Kenyon
Kenyon, Minnesota


We have compiled the accompanying statement of revenues and expenditures for the General Fund and
statements of revenues and expenses for the enterprise funds of the City of Kenyon as of June 30, 2026 for the
quarter then ended. We have not audited or reviewed the accompanying financial statements and, accordingly, do
not express an opinion or provide any assurance about whether the financial statements are in accordance with
accounting principles generally accepted in the United States of America.

Management is responsible for the preparation and fair presentation of the financial statements in accordance
with accounting principles generally accepted in the United States of America and for designing, implementing,
and maintaining internal control relevant to the preparation and fair presentation of the financial statements.

Our responsibility is to conduct the compilation in accordance with Statements on Standards for Accounting and
Review Services issued by the American Institute of Certified Public Accountants. The objective of a compilation is
to assist management in presenting financial information in the form of financial statements without undertaking to
obtain or provide any assurance that there are no material modifications that should be made to the financial
statements.

Management has elected to omit substantially all of the disclosures and the statement of cash flows required by
accounting principles generally accepted in the United States of America. If the omitted disclosures and the
statement of cash flows were included in the financial statements, they might influence the user's conclusions
about the City's financial position, results of operations, and cash flows. Accordingly, the financial statements are
not designed for those who are not informed about such matters.


Sincerely,

Abdo Financial Solutions




                                                             2
                                                                                                                        160
                                                                                                           August 3, 2026



Honorable Mayor and City Council
City of Kenyon
Kenyon, Minnesota

Dear Honorable Mayor and City Council:

We have reconciled all bank accounts through June 30, 2026 and reviewed activity in all funds. The following is a
summary of our observations. All information presented is unaudited.




Cash and Investments

The City's cash and investment balances are as follows:

                                                                                                                Increase/
                                                                               06/30/2026     12/31/2025
                                                                                                              (Decrease)
   Checking                                                               $       58,921 $      823,185 $      (764,264)
   Investments                                                                 11,559,112     12,101,811       (542,699)
   Petty Cash                                                                      3,000          3,000                0
   Cash in ATM Machine                                                             3,000          3,000                0

   Total Cash and Investments                                             $    11,624,033 $   12,930,996 $    (1,306,963)




The investment type is as follows:
                                                                                                                 Increase/
                                                                                06/30/2026     12/31/2025
                                                                                                               (Decrease)
   Checking                                                                $       58,921 $      823,185 $      (764,264)
   Money Market                                                                 7,840,902      8,453,230        (612,328)
   Brokered CD                                                                    118,233        115,428            2,805
   Cash                                                                           618,568        383,398          235,170
   Certificate of Deposit                                                       2,981,409      3,149,755        (168,346)
   Petty Cash                                                                       3,000          3,000                0
   Cash in ATM Machine                                                              3,000          3,000                0

   Total Investments                                                       $   11,624,033 $   12,930,996 $    (1,306,963)




                                                           3
                                                                                                                             161
                                       General Fund Cash Balances


 $1,500,000




 $1,000,000




                                                                                       Current Year
   $500,000                                                                            Prior Year
                                                                                       2 Prior Years
                                                                                       PY Average
                                                                                       50% Reserve
         $0




 ($500,000)




($1,000,000)
               Jan   Feb   Mar   Apr   May   Jun   Jul   Aug   Sep   Oct   Nov   Dec




                                                   4
                                                                                                       162
Current short-term rates being offered by financial institutions have increased over the last two years as
evidenced by the table of U.S. Treasury rates below. The U.S. Treasury rates provide a benchmark
perspective for rate of return.
                                                 Treasury Yield

                           1 mo      3 mo      6 mo        1 yr      2 yr      3 yr      5 yr       7 yr     10 yr
           3/31/2021       0.01      0.01      0.03        0.05     0.07      0.16      0.35       0.92      1.40
           6/30/2021       0.05      0.05      0.06        0.07     0.25      0.46      0.87       1.21      1.45
           9/30/2021       0.07      0.04      0.05        0.09     0.28      0.53      0.98       1.32      1.52
          12/31/2021       0.06      0.06      0.19        0.39     0.73      0.97      1.26       1.44      1.52
           3/31/2022       0.17      0.52      1.06        1.63     2.28      2.45      2.42       2.40      2.32
           6/30/2022       1.28      1.72      2.51        2.80     2.92      2.99      3.01       3.04      2.98
           9/30/2022       2.79      3.33      3.92        4.05     4.22      4.25      4.06       3.97      3.83
          12/30/2022       4.12      4.42      4.76        4.73     4.41      4.22      3.99       3.96      3.88
           3/31/2023       4.74      4.85      4.94        4.64     4.06      3.81      3.60       3.55      3.48
           6/30/2023       5.24      5.43      5.47        5.40     4.87      4.49      4.13       3.97      3.81
           9/30/2023       5.55      5.55      5.53        5.46     5.03      4.80      4.60       4.61      4.59
          12/31/2023       5.60      5.40      5.26        4.79     4.23      4.01      3.84       3.88      3.88
           3/31/2024       5.49      5.46      5.38        5.03     4.59      4.40      4.21       4.20      4.20
           6/30/2024       5.47      5.48      5.33        5.09     4.71      4.53      4.33       4.33      4.36
           9/30/2024       4.93      4.73      4.38        3.98     3.66      3.58      3.58       3.67      3.81
          12/31/2024       4.40      4.37      4.24        4.16     4.25      4.27      4.38       4.48      4.58
           3/31/2025       4.38      4.32      4.23        4.03     3.89      3.89      3.96       4.09      4.23
           6/30/2025       4.28      4.41      4.29        3.96     3.72      3.68      3.79       3.98      4.24
           9/30/2025       4.20      4.02      3.83        3.68     3.60      3.61      3.74       3.93      4.16
          12/31/2025       3.74      3.67      3.59        3.48     3.47      3.55      3.73       3.94      4.18
           3/31/2026       3.74      3.70      3.72        3.38     3.79      3.81      3.92       4.11      4.30
           6/30/2026       3.70      3.87      4.01        3.98     4.14      4.15      4.19       4.30      4.44




                                                   *****

 This information is unaudited and is intended solely for the information and use of management and City
 Council and is not intended and should not be used by anyone other than these specified parties.

 If you have any questions or wish to discuss any of the items contained in this letter or the attachments,
 please feel free to contact us at your convenience. We wish to thank you for the continued opportunity to be
 of service and for the courtesy and cooperation extended to us by your staff.

 Sincerely,

 ABDO FINANCIAL SOLUTIONS




                                                       5
                                                                                                                     163
                                                                City of Kenyon, Minnesota
                                                        Statement of Revenues and Expenditures -
                                                                    Budget and Actual -
                                                                General Fund (Unaudited)
                                                         For the Six Months Ended June 30, 2026


                                                                                                                                             Percent
                                                                                                                                           Received or
                                                                                                          YTD Actual         Variance -
                                                                    2026 Annual        YTD Budget                                           Expended
                                                                                                             Thru            Favorable                    I C
                                                                      Budget            6/30/2026                                           Based on
                                                                                                          6/30/2026        (Unfavorable)
                                                                                                                                           Budget Thru
                                                                                                                                              June

 Revenues
    Taxes                                                      $       778,769 $            389,385 $         62,809 $        (326,576)        16.13%    ①
    Licenses and Permits                                                 12,500                6,250           6,809               559       108.95%    
    Intergovernmental                                                  741,652              370,826                   0       (370,826)         0.00%    ②
    Charges for Services                                               168,300               84,150          132,804            48,654       157.82%     ③
    Miscellaneous Revenue                                                       0                  0          11,126            11,126          0.00%   
    Fines and Forfeitures                                                15,000                7,500           3,880            (3,620)        51.73%   
    Interest Earnings                                                    15,000                7,500          21,452            13,952       286.03%    
       Total Revenues                                           $     1,731,221 $            865,611 $        238,880 $        (626,731)        27.60%    ①, ②, ③
 Expenditures
    City Council                                               $         17,930 $              8,965 $            30 $           8,935          0.33%   
    City Administration                                                328,010              164,005          229,913           (65,908)      140.19%     ④
    General Government                                                 200,635              100,318           58,654            41,664         58.47%    ⑤
    Law Enforcement                                                    544,946              272,473          309,524           (37,051)       113.60%   
    Streets                                                            292,880              146,440          158,346           (11,906)      108.13%    
    Recycling                                                            46,500              23,250           19,345             3,905         83.20%   
    Elections                                                             4,000                2,000              54             1,946          2.69%   
    Auditing                                                             20,000              10,000           12,500            (2,500)      125.00%    
    City Attorney                                                        60,000              30,000           12,108            17,892         40.36%    ⑥
    City Engineer                                                        15,000                7,500           4,778             2,722         63.70%   
    Street Lighting                                                      30,500              15,250           16,171              (921)      106.04%    
    Swimming Pool                                                      116,370               58,185           49,346             8,839         84.81%   
    Parks                                                                67,040              33,520           46,703           (13,183)      139.33%    
    Gunderson House                                                       7,410                3,705           5,388            (1,683)      145.43%    
       Total Expenditures                                       $     1,751,221 $            875,611 $        922,860 $         (47,249)      105.40%     ④, ⑤, ⑥
 Other Financing Sources (Uses)
    Transfers In                                                         20,000              10,000           20,000            10,000       200.00%    
       Other Financing Sources (Uses) Total                     $         20,000 $            10,000 $         20,000 $          10,000       200.00%    
    Total                                                       $                0 $                0 $     (663,980) $        (663,980)         0.00%       ①, ②, ③, …




Arrows represent the variance as a % of YTD Budget: Red: < -10%, Yellow: -10% to 10%, Green > 10%




                                                                                               6
                                                                                                                                                                          164
                      Explanation of Items Percentage Received/Expended Less than 80% or
                            Greater than 120% and $ Variance Greater than $15,000

Number Comment

①     First half of tax settlement received in July.
②     First half of Local Government Aid received in July.
③     Shared facility revenue recorded for 2026.
④     Variance due to outside accounting help hired in the current year.
⑤     Variance due to budgeted contracted services from Abdo being coded to outside services (101-41940-324
      and 603-49590-324) instead.
⑥     Variance due to less legal services used than budgeted.




                                                         7
                                                                                                              165
                                                 City of Kenyon, Minnesota
                                             Unaudited Cash Balances by Fund
                                    June 30, 2025, December 31, 2025 and June 30, 2026


                                                PY Quarter       PY Ending         Quarter Ending
                                                                                                       YTD Change       YTD Change %
                                                 Balance          Balance             Balance                                           C
                                                                                                        6/30/2026         6/30/2026
                                                6/30/2025        12/31/2025          6/30/2026

 General                                   $       105,896 $         494,556 $          (263,563) $       (758,119)         -153.29% ①

 Capital Outlay                                    565,544           734,269             716,154            (18,115)          -2.47%

 Fire                                              215,026               63,731          107,661             43,930           68.93%

 Library                                            18,218               37,241           12,170           (25,071)          -67.32%

 Economic Development                             (383,651)                  0           100,617            100,617            0.00% ②

 Special Purpose Donations                          69,384               10,254           72,097             61,843          603.13% ③

 Debt Service 2016                                  13,090               21,369           23,252              1,883            8.81%

 Debt Service 2020A                                 41,214               65,559           81,925             16,366           24.96%

 Debt Service 2016B Bond                            17,372               18,108           18,108                   0           0.00%

 Debt Service 2016B Note                            21,080               21,961           21,961                   0           0.00%

 Debt Service 2023 G.O. Bond                       (19,750)                  0           (68,183)          (68,183)            0.00% ④

 Debt Service 2025 Bond                           (330,046)              68,653          138,977             70,324          102.43% ⑤

 Capital Lease 2020 Freightliner                   (18,750)                  0           (73,534)          (73,534)            0.00% ⑥

 Red Wing Ave CIP                                 (141,296)                  0          (311,397)         (311,397)            0.00% ⑦

 2023 Street Overlay                              (167,361)                  0           (59,104)          (59,104)            0.00% ⑧

 2025 Street Project                                        0        846,655             736,062          (110,593)          -13.06%

 Industrial Park                                   144,243                   0           (26,431)          (26,431)            0.00%

 Water                                            1,048,328         1,758,481          1,798,328             39,847            2.27%

 Sanitary Sewer                                   2,013,179         1,956,809          2,229,781            272,972           13.95%

 Electric                                         5,492,429         5,968,646          5,599,067          (369,579)           -6.19%

 Storm Sewer                                       558,638           819,713             886,089             66,376            8.10%

 Liquor                                            185,303               44,991         (116,004)         (160,995)         -357.84% ⑨

   Total                                    $      9,448,088 $      12,930,996 $       11,624,033 $       (1,306,963)         -10.11% ①, ②, …




                                                                      8
                                                                                                                                                166
                                   Explanation of Changes Greater than $50,000 and 20%


Number Comment

①      Decrease in cash balance due to payroll expenses and liabilities, auditing expenses, accounting expenses, purchase of pool
       skimmers, purchase of Maxwell Gap Mastic, and reversal of cash deficit loan from 2025 audit.
②      Increase in cash due to sale of land parcel.
③      Increase in cash due to reversal of cash deficit loan from the 2025 audit.
④      Decrease in cash due to first bond payment made for the year.
⑤      Increase in cash due to large interest earnings in the 2025 bond investment in 4M.
⑥      Decrease in cash due to reversal of cash deficit loan from the 2025 audit and lease payments made.
⑦      Decrease in cash due to reversal of cash deficit loan from the 2025 audit.
⑧      Decrease in cash due to reversal of cash deficit loan from the 2025 audit, and payment of invoices for the 2023 street project.
⑨      Decrease in cash due to interfund transfer to the general fund, expenses paid for the liquor store remodel project, and payment of
       inventory.




                                                                       9
                                                                                                                                            167
                                                                                                                      City of Kenyon                                                                                                                        Attachment C
                                                                                                                   Schedule of Investments
                                                                                                                    For the Month Ending
                                                                                                                       June 30, 2026
YEAR                   2026
LEAP YEAR ( Y or N)    N                                                                                                                                                                                        Unadjusted
     Identification                                                                                                                           Deposits -    Expenditures -                                      Market Value         Market Value     Unrealized

   (CUSIP or Acct #)                    Institution                       Description                       Type                              Purchases         Sales          Transfers       Interest          6/30/2026            6/30/2026           gain / loss


                                       Petty Cash                                                       Petty Cash                                                                                                    3,000.00            3,000.00                      -
                                  Cash in ATM Machine                                               Cash in ATM Machine                                                                                               3,000.00            3,000.00                      -
         087                       Security State Bank               General Account                      Checking                             462,998.53     (452,445.46)                          46.76           378,630.91          378,630.91                      -
         060                       Security State Bank            Kenyon Municipal Utilities              Checking                                                                                                         -                   -                        -
                                                                                                                                               462,998.53     (452,445.46)            -             46.76           384,630.91          384,630.91                      -

                               Northland Securities - City            Cash Balance                           Cash                                                                  265.03                               265.03              265.03                     -
                               Northland Securities - City         FEDERATED HERMES                          Cash                                                                1,201.89         786.79            343,262.62          343,262.62                     -
     38120MCH7                 Northland Securities - City       GOLDEN ST BK GLENDALE              Certificate of Deposit                                                        (441.13)        441.13            106,473.82          106,389.02                  (84.80)
     62848NAGO                 Northland Securities - City     MY CMNTY CR UN MIDLAND TX            Certificate of Deposit                                                        (521.51)        521.51             78,800.13           78,640.55                 (159.58)
     89839KAD7                 Northland Securities - City     TRUSTAR BK GREAT FALLS VA            Certificate of Deposit                                                        (504.28)        504.28            126,870.00          126,420.00                 (450.00)
                                                                                                                                                      -                 -             -         2,253.71            655,671.60          654,977.22                 (694.38)

     35381-101                             4M                            City-General                  Money Market                                   -                 -                       3,551.61          1,205,349.13        1,205,349.13                      -
     35381-101                            4MP                            City-General                  Money Market                                   -                 -                         414.91            139,698.34          139,698.34                      -
     1372687-1                           4M CD                   T Bank, National Association       Certificate of Deposit                            -                 -                                                  -                                            -
     1372688-1                           4M CD                      Western Alliance Bank           Certificate of Deposit                            -                 -                                                  -                                            -
     1393282-1                           4M CD                        Spectra Bank, TX              Certificate of Deposit                                                                                          240,700.00          240,700.00                      -
     1394654-1                           4M CD                      Cornerstone Bank, NE            Certificate of Deposit                                                                                          245,300.00          245,300.00                      -
     1394653-1                           4M CD                        Bank of China, NY             Certificate of Deposit                                                                                          245,400.00          245,400.00                      -
     35381-203                             4M                        2023A G.O. Bonds                  Money Market                                   -                 -                            4.20             1,440.54            1,440.54                      -
     35381-203                            4MP                        2023A G.O. Bonds                  Money Market                                   -                 -                                                  -                                            -
     35381-0204                            4M                       2025A Bond Proceeds                Money Market                                   -                 -                       7,278.90          2,470,327.69        2,470,327.69                      -
     35381-0204                           4MP                       2025A Bond Proceeds                Money Market                                   -                 -                                                  -                                            -
                                                                                                                                                      -                 -             -       11,249.62           4,548,215.70        4,548,215.70                      -

                               Northland Securities - KMU               Cash Balance                         Cash                                                            (205,008.49)                                  -                   -                    -
                               Northland Securities - KMU           FEDERATED HERMES                         Cash                                                             207,067.91          628.65            275,040.26          275,040.26                  -
      052392EC7                Northland Securities - KMU      AUSTIN TELCO FED CR UN TEX           Certificate of Deposit                                                       (511.29)         511.29            140,266.00          140,221.20               (44.80)
      32026U3P9                Northland Securities - KMU        FIRST FND TN BK IRVINE CA          Certificate of Deposit                                                                                                 -                                        -
      32110YJ55                Northland Securities - KMU     FIRST NATL BK AMER EAST MICH          Certificate of Deposit                                                        (765.74)        765.74            200,096.40          198,918.44            (1,177.96)
      59013KYT7                Northland Securities - KMU     MERRICK BK SOUTH JORDAN UT            Certificate of Deposit                                                        (782.39)        782.39            199,763.20          198,740.08            (1,023.12)
      8562834U7                Northland Securities - KMU         STATE BK INDIA CHICAGO            Certificate of Deposit                                                                                          204,074.00          203,280.00              (794.00)
                                                                                                                                                      -                 -            0.00       2,688.07          1,019,239.86        1,016,199.98            (3,039.88)

      35382-101                            4M                                 KMU                      Money Market                                   -                 -             -       11,279.07           3,827,913.46        3,827,913.46                      -
      35382-101                           4MP                                 KMU                      Money Market                                   -                 -             -          582.64             196,173.28          196,173.28                      -
      1369905-1                          4M CD                              Gbank, NV               Certificate of Deposit                            -                 -             -                                    -                                            -
      1357737-1                          4M CD                        Elga Credit Union, MI         Certificate of Deposit                            -                 -             -                                    -                                            -
      1357736-1                          4M CD                 First Internet Bank of Indiana, IN   Certificate of Deposit                            -                 -             -                                    -                                            -
      1372685-1                          4M CD                       First Pryority Bank, OK        Certificate of Deposit                            -                 -             -                             230,100.00          230,100.00                      -
      1372686-1                          4M CD                     Bank Hapoalim B.M., NY           Certificate of Deposit                            -                 -             -                             231,000.00          231,000.00                      -
      1394655-1                          4M CD                         Bank of China, NY            Certificate of Deposit                                                                                          245,400.00          245,400.00                      -
      1394656-1                          4M CD                  Community Bank Mankato, MN          Certificate of Deposit                                                                                          245,500.00          245,500.00                      -
      1400948-1                          4M CD                 T Bank, National Association, TX     Certificate of Deposit                                                                                          245,400.00          245,400.00                      -
      35382-201                            4M                                 KMU                      Money Market                                   -                 -             -
                                                                                                                                                      -                 -             -       11,861.71           5,221,486.74        5,221,486.74                      -

                              Security State Bank of Kenyon                   City                      Brokered CD                                                                                                 118,232.74        118,232.74                    -
                                                                                                                                             $ 462,998.53   $ (452,445.46) $         0.00    $ 28,099.87    $    11,947,477.55   $ 11,943,743.29      $       (3,734.26)

                                                                                                                                                                                             KSSB
                                                                                                                                                                                                            O/S Deposits         $     (320,923.17)
                                                                                                                                                                                                            O/S Checks           $        1,213.17
                                                                                                                                                                                                                                 $     (319,710.00)

                                                                                                                                                                                                            Reconciled Balance   $ 11,624,033.29




                                                                                                                             10
                                                                                                                                                                                                                                                                    168
                                                                       City of Kenyon                                                            Attachment C
                                                                    Schedule of Investments
                                                                     For the Month Ending
                                                                        June 30, 2026
                                                                                                         Unadjusted
                        Maturities
                                                                                                        Market Value      Market Value          Variance
                                                                                     Maturity            6/30/2026         6/30/2026            6/30/2026
$10,000,000
                                                                    Current                            $ 9,207,734.00    $ 9,207,734.00     $            -
 $9,000,000
                                                                    < 1 year                             1,930,139.82      1,930,010.22              (129.60)
 $8,000,000
 $7,000,000                                                         1-2 years                                      -                 -                   -
 $6,000,000                                                         2-3 years                              409,744.13        408,340.55            (1,403.58)
 $5,000,000                                                         3-4 years                                      -                 -                   -
 $4,000,000                                                          5+ years                              399,859.60        397,658.52            (2,201.08)
 $3,000,000
 $2,000,000                                                                                            $ 11,947,477.55   $ 11,943,743.29    $      (3,734.26)
 $1,000,000
         $-
              Current    <1     1-2     2-3      3-4    5+
                        year   years   years    years years          Weighted average Rate of return            1.80%          6/30/2026
                                                                           Average Maturity (years)              0.19          6/30/2026
              Market Value       Market Value

                                                                                                                          Market Value
                                                                    Investment Type                                        6/30/2026
                    3%
                                                   Money Market     Money Market                                         $ 7,840,902.44
                                                                    Brokered CD                                              118,232.74
     25%                                           Brokered CD
                                                                    Cash                                                     618,567.91
                                                                    Certificate of Deposit                                 2,981,409.29
                                                   Cash
                                                                    Petty Cash                                                 3,000.00
                                                   Certificate of   Cash in ATM Machine                                        3,000.00
                                                   Deposit          Checking                                                 378,630.91
                                                   Petty Cash
   5%                                                                                                                    $ 11,943,743.29
                                                   Cash in ATM
     1%                                66%         Machine
                                                   Checking         KSSB
                                                                    O/S Deposits                                             (320,923.17)
                                                                    O/S Checks                                                  1,213.17



                                                                     Reconciled Balance                                  $ 11,624,033.29




                                                                                11
                                                                                                                                                                169
                                                    City of Kenyon, Minnesota
                                             Statement of Revenues and Expenses -
                                                        Budget and Actual -
                                                     Water Fund (Unaudited)
                                             For the Six Months Ended June 30, 2026



                                                                     Amount YTD                                           CY as a
                                                     2026 Annual                        Amount YTD     YOY Variance
                                                                         PY                                             Percent of PY C
                                                       Budget                            6/30/2026      6/30/2026
                                                                      6/30/2025                                          6/30/2026

     Revenues
      Charges for Services                      $       410,400 $         201,232 $        208,103 $          6,871        103.41%
      Interest Income                                    25,000            17,657           92,327           74,670        522.88% ①
      Miscellaneous Revenue                                    0              462                 0           (462)          0.00%
           Total Revenues                        $       435,400 $         219,351 $        300,430 $         81,079        136.96% ①
     Expenses

      Salaries and Benefits                     $       243,680 $         114,545 $         96,226 $         18,319         84.01%
      Supplies                                              5,270             742               914           (172)        123.24%
      Utilities                                          28,250            12,135            7,913            4,222         65.21%
      Debt Service                                      144,975            71,883           83,043          (11,160)       115.53%
      Other Services and Charges                         44,685             9,173           13,479           (4,306)       146.94%
      Repair and Maintenance                             16,200             2,617            9,119           (6,502)       348.49%
      Depreciation                                      114,145            46,561           56,674          (10,113)       121.72%
      Capital                                           100,000                    0              0               0          0.00%
      Miscellaneous                                            0            1,417               20            1,397          1.43%
           Total Expenses                        $       697,205 $         259,073 $        267,388 $         (8,315) $     103.21%
     Other Financing Sources (Uses)
      Transfers In                              $        25,000 $                  0 $            0 $             0          0.00%
      Transfers Out                                      16,500                    0        16,500          (16,500)         0.00% ②
           Other Financing Sources Total         $           8,500 $                0 $     (16,500) $       (16,500)         0.00%

     Total                                      $      (253,305) $        (39,722) $        16,542 $         56,264 $      -41.65% ①…




                                                             Water Revenue by Year




$600,000




                                                                                                                                            2 Prior Years
$400,000
                                                                                                                                            Prior Year
                                                                                                                                            Current Year

$200,000




      $0
              Jan       Feb       Mar      Apr         May           Jun        Jul
                                                                               12          Aug         Sep        Oct       Nov       Dec                   170
                       Explanation of Items Percentage Received/Expended Less than 80% or
                             Greater than 120% and $ Variance Greater than $15,000




Number Comment

①      Market conditions favorable compared to prior year.
②      Shared facility and services recorded for 2026.




                                                             13
                                                                                            171
                                               City of Kenyon, Minnesota
                                       Statement of Revenues and Expenditures -
                                                   Budget and Actual -
                                                Sewer Fund (Unaudited)
                                        For the Six Months Ended June 30, 2026



                                                              Amount YTD                                          CY as a
                                                2026 Annual                      Amount YTD    YOY Variance
                                                                  PY                                            Percent of PY C
                                                  Budget                          6/30/2026     6/30/2026
                                                               6/30/2025                                         6/30/2026

     Revenues
      Charges for Services                 $       531,000 $        96,688 $        295,557 $       198,869        305.68% ①
      Intergovernmental                                  0           5,815                0          (5,815)         0.00%
      Interest Earnings                             50,000                  0        34,178          34,178          0.00% ②
      Refunds and Reimbursements                         0           6,784                0          (6,784)         0.00%
      Miscellaneous Revenue                              0           4,398            4,666             268        106.10%
           Total Revenues                   $       581,000 $       113,685 $        334,401 $       220,716        294.15% ①…
     Expenses
      Salaries and Benefits                $       133,510 $        77,279 $         57,415 $        19,864         74.29% ③
      Supplies                                      25,900          12,785           15,384          (2,599)       120.32%
      Utilities                                     80,300          31,081           33,624          (2,543)       108.18%
      Debt Service                                 355,885         114,903          180,659         (65,756)       157.23% ④
      Other Services and Charges                    33,975           6,746            2,532           4,214         37.53%
      Repair and Maintenance                        31,000           9,949            8,446           1,503         84.89%
      Depreciation                                 169,052          84,189          101,335         (17,146)       120.37% ⑤
           Total Expenses                   $       829,622 $       336,932 $        399,395 $       (62,463) $     118.54% ③…

     Total                                 $      (248,622) $ (223,247) $           (64,994) $      158,253 $       29.11% ①…




                                                        Sewer Revenue by Year
$800,000




$600,000



                                                                                                                                    2 Prior Years
$400,000
                                                                                                                                    Prior Year
                                                                                                                                    Current Year

$200,000




      $0

              Jan      Feb      Mar   Apr         May         Jun       Jul
                                                                        14          Aug        Sep        Oct       Nov       Dec                   172
                       Explanation of Items Percentage Received/Expended Less than 80% or
                             Greater than 120% and $ Variance Greater than $15,000




Number Comment

①      Variance from prior year due to change in recording sewer revenues. Revenues for current year consistent with current year
       budget.
②      Variance from the prior year is due to the current year allocation of interest to the Sewer fund.
③      Variance due to less public works overtime in the current year.
④      Bond payment made for 2026.
⑤      Variance due to the 2023 street project being depreciated.




                                                                         15
                                                                                                                                    173
                                                City of Kenyon, Minnesota
                                        Statement of Revenues and Expenditures -
                                                    Budget and Actual -
                                                 Electric Fund (Unaudited)
                                         For the Six Months Ended June 30, 2026



                                                                 Amount YTD                                        CY as a
                                                  2026 Annual                     Amount YTD    YOY Variance
                                                                     PY                                          Percent of PY C
                                                    Budget                         6/30/2026     6/30/2026
                                                                  6/30/2025                                       6/30/2026

     Revenues
      Charges for Services                   $     2,271,900 $        887,652 $    1,092,151 $       204,499        123.04% ①
      Interest Earnings                              200,000          101,508         10,656         (90,852)        10.50% ②
      Refunds and Reimbursements                            0            750             210           (540)         28.00%
      Miscellaneous Revenue                                 0           1,126         14,968          13,842       1329.80%
        Total Revenues                        $     2,471,900 $        991,036 $    1,117,985 $       126,949        112.81% ①…
     Expenses
      Salaries and Benefits                  $       418,390 $        231,603 $      206,542 $        25,061         89.18%
      Supplies                                        76,260           32,868         20,734          12,134         63.08%
      Utilities                                      885,590          314,238        335,845         (21,607)       106.88%
      Other Services and Charges                     535,510          173,478        256,536         (83,058)       147.88% ③
      Repair and Maintenance                         105,000           35,681         88,934         (53,253)       249.25% ④
      Depreciation                                   104,012           22,851         53,610         (30,759)       234.61% ⑤
      Capital                                             500          82,659        278,273      (195,614)         336.65% ⑥
      Miscellaneous                                   10,000            7,312          2,018           5,294         27.60%
        Total Expenses                        $     2,135,262 $        900,690 $    1,242,492 $    (341,802)         137.95% ③…
     Other Financing Sources (Uses)
      Transfers Out                          $       101,147 $         24,229 $       62,809 $       (38,580)       259.23% ⑦
        Other Financing Sources Total         $       101,147 $         24,229 $       62,809 $       (38,580)       259.23%

     Total                                   $       235,491 $         66,117 $     (187,316) $   (253,433)        -283.31% ①…




                                                        Electric Revenue by Year
$3,000,000




$2,000,000

                                                                                                                                     2 Prior Years
                                                                                                                                     Prior Year
                                                                                                                                     Current Year
$1,000,000




       $0
               Jan       Feb    Mar     Apr          May         Jun        Jul
                                                                           16         Aug       Sep        Oct       Nov       Dec                   174
                       Explanation of Items Percentage Received/Expended Less than 80% or
                             Greater than 120% and $ Variance Greater than $15,000




Number Comment

①      Variance from prior year due to utility billing receipts being coded to revenue rather than accounts receivable in the current year.
②      Variance due to change in interest allocation being based on city cash balances.
③      Shared facility and services recorded for 2026 in Q1.
④      Radiator fan purchased in 2026.
⑤      Variance due to depreciation of exhaust emission and emission motors acquired in 2025.
⑥      Purchase of boom truck in 2026.
⑦      In lieu of taxes recorded for 2026.




                                                                        17
                                                                                                                                              175
                                              City of Kenyon, Minnesota
                                       Statement of Revenues and Expenses -
                                                  Budget and Actual -
                                            Storm Water Fund (Unaudited)
                                       For the Six Months Ended June 30, 2026



                                                                Amount YTD                                            CY as a
                                                  2026 Annual                     Amount YTD      YOY Variance
                                                                    PY                                              Percent of PY C
                                                    Budget                         6/30/2026       6/30/2026
                                                                 6/30/2025                                           6/30/2026

    Revenues

     Charges for Services                    $       125,000 $          20,368 $      83,846 $           63,478        411.66% ①
     Taxes                                             1,000                 0               0                0          0.00%
     Interest Earnings                                 6,000                 0        29,942             29,942          0.00% ②
       Revenues Total                         $       132,000 $          20,368 $     113,788 $           93,420        558.66% ①, ②
    Expenses
     Salaries and Benefits                   $        29,310 $          10,490 $      14,194 $           (3,704)       135.31%
     Other Services and Charges                       13,180               117               0              117          0.00%
     Repair and Maintenance                            6,500             1,127         1,382              (255)        122.63%
     Debt Service                                     55,578            37,435        27,561              9,874         73.62%
     Depreciation                                     53,778            45,770        28,839             16,931         63.01% ③
       Expenses Total                         $       158,346 $          94,939 $      71,976 $           22,963         75.81% ③

    Total                                    $       (26,346) $        (74,571) $     41,812 $        116,383          -56.07% ①, ②,…




                                            Storm Water Revenue by Year
$200,000




$150,000


                                                                                                                                      2 Prior Years
$100,000
                                                                                                                                      Prior Year
                                                                                                                                      Current Year

 $50,000




      $0
             Jan        Feb    Mar   Apr   May         Jun         Jul         Aug      Sep         Oct         Nov        Dec

                                                                   18
                                                                                                                                                     176
                      Explanation of Items Percentage Received/Expended Less than 80% or Greater
                                      than 120% and $ Variance Greater than $15,000




Number Comment

①      Variance from prior year due to increases in monthly storm sewer maintenance fees for residential and non-residential.
②      Variance due to market conditions being favorable.
③      Depreciation for storm water assets recorded through Q2 2026. Depreciation amounts fixed during audit prep 2025.




                                                                     19
                                                                                                                                177
                                                   City of Kenyon, Minnesota
                                          Statement of Revenues and Expenditures -
                                                       Budget and Actual -
                                                 Liquor Store Fund (Unaudited)
                                           For the Six Months Ended June 30, 2026



                                                                      Amount YTD                                          CY as a
                                                      2026 Annual                      Amount YTD      YOY Variance
                                                                          PY                                            Percent of PY C
                                                        Budget                          6/30/2026       6/30/2026
                                                                       6/30/2025                                         6/30/2026

    Revenues

     Charges for Services                        $     1,039,000 $         391,841 $        451,524 $       59,683         115.23%
     Miscellaneous Revenue                                       0              19            4,691            4,672     24793.97%
       Revenues Total                             $     1,039,000 $         391,860 $        456,215 $       64,355         116.42%
    Expenses

     Salaries and Benefits                       $       209,560 $          90,185 $        113,864 $      (23,679)        126.26% ①
     Cost of Goods Sold                                  630,200           259,612          345,923        (86,311)        133.25% ②
     Other Services and Charges                           52,000            26,255           29,189         (2,934)        111.18%
     Repair and Maintenance                                4,000             2,002            6,159         (4,157)        307.60%
     Supplies                                             20,400             7,185            4,988            2,197        69.43%
     Utilities                                            21,300             9,557           12,412         (2,855)        129.87%
     Depreciation                                         14,480             7,169            9,293         (2,124)        129.64%
     Capital                                             200,000               301          111,104       (110,803)      36952.09% ③
     Miscellaneous                                           200                91              114             (23)       124.81%
       Expenses Total                             $     1,152,140 $         402,357 $        633,046 $    (230,689)         157.33% ①, ②,…
    Other Financing Sources (Uses)
     Transfers Out                               $        20,000 $               0 $         20,000 $      (20,000)          0.00% ④
       Other Financing Sources (Uses) Total       $        20,000 $               0 $         20,000 $      (20,000) $        0.00% ④

    Total                                        $      (133,140) $        (10,497) $      (196,831) $   (186,334)        1875.16% ①, ②,…




                                                      Liquor Revenue by Year



$1,000,000



                                                                                                                                          2 Prior Years
                                                                                                                                          Prior Year
 $500,000
                                                                                                                                          Current Year




       $0
                  Jan   Feb        Mar    Apr   May         Jun         Jul           Aug      Sep        Oct       Nov        Dec

                                                                       20
                                                                                                                                                         178
                      Explanation of Items Percentage Received/Expended Less than 80% or Greater
                                      than 120% and $ Variance Greater than $15,000




Number Comment

①      Increase in wages from prior year due to wage increase in wages for employees.
②      Increase in liquor store sales leads to more purchases of inventory.
③      Expenses paid for the liquor store remodel project.
④      Budgeted transfer to the general fund made.




                                                                       21
                                                                                                   179
                                         CITY OF KENYON                                                07/28/26 1:08 PM
                                                                                                                 Page 1
                                       *Revenue Guideline©


                                         Current Period: JUNE 2026


                                                2026                2026         JUNE               2026      % of YTD
                                              YTD Budget          YTD Amt       MTD Amt        YTD Balance     Budget
GENERAL FUND
   Active  R 101-00000-32000 LICENSES & PE       $3,500.00         $1,793.89         ($1.51)      $1,706.11     51.25%
   Active  R 101-00000-32002 RENTAL PROPE            $0.00             $0.00          $0.00           $0.00      0.00%
   Active  R 101-00000-32110 ALCOHOL LICEN       $1,500.00         $3,100.00        $500.00      -$1,600.00    206.67%
   Active  R 101-00000-32210 BUILDING PERM       $5,000.00         $1,225.23        $191.75       $3,774.77     24.50%
   Active  R 101-00000-32220 BUILD. PERM. N          $0.00             $0.00          $0.00           $0.00      0.00%
   Active  R 101-00000-32240 ANIMAL LICENS         $500.00           $150.25         $20.00         $349.75     30.05%
   Active  R 101-00000-33600 GRANTS FROM             $0.00             $0.00          $0.00           $0.00      0.00%
   Active  R 101-00000-33900 DIVIDENDS               $0.00             $0.00          $0.00           $0.00      0.00%
   Active  R 101-00000-34102 ZONING & VARI         $800.00             $0.00          $0.00         $800.00      0.00%
   Active  R 101-00000-34107 ASSESSMENT S          $500.00           $200.00         $60.00         $300.00     40.00%
   Active  R 101-00000-34109 CHARGES FOR         $3,500.00           $106.40          $0.00       $3,393.60      3.04%
   Active  R 101-00000-34409 REIMBURSEME             $0.00           $930.76        $230.00        -$930.76      0.00%
   Active  R 101-00000-34790 SALE OF EXCES           $0.00             $0.00          $0.00           $0.00      0.00%
   Active  R 101-00000-35300 PAY PAL/SQUA            $0.00            $54.11         $20.57         -$54.11      0.00%
   Active  R 101-00000-36101 SPECIAL ASSES           $0.00             $0.00          $0.00           $0.00      0.00%
   Active  R 101-00000-36105 SPECIAL ASSES         $680.00             $0.00          $0.00         $680.00      0.00%
   Active  R 101-00000-36200 MISCELLANEOU            $0.00         $6,714.95      $6,689.95      -$6,714.95      0.00%
   Active  R 101-00000-36210 INTEREST EAR       $15,000.00        $21,452.42      $2,217.56      -$6,452.42    143.02%
   Active  R 101-00000-36220 RENT - LAND         $2,400.00         $1,890.00          $0.00         $510.00     78.75%
   Active  R 101-00000-38050 CABLE TV FRAN       $4,000.00         $1,625.07          $0.00       $2,374.93     40.63%
   Active  R 101-00000-39101 PROCEEDS FRO            $0.00             $0.00          $0.00           $0.00      0.00%
   Active  R 101-00000-39105 SALE OF PROP            $0.00             $0.00   ($173,990.40)          $0.00      0.00%
   Active  R 101-00000-39201 TRANSFER FRO            $0.00             $0.00          $0.00           $0.00      0.00%
   Active  R 101-00000-39202 TRANSFER FRO       $20,000.00        $20,000.00          $0.00           $0.00    100.00%
   Active  R 101-00000-39999 PRIOR PERIOD            $0.00             $0.00          $0.00           $0.00      0.00%
   Active  R 101-41000-31020 DELINQUENT TA      $12,000.00             $0.00          $0.00      $12,000.00      0.00%
   Active  R 101-41000-31030 MOBILE HOME T       $7,000.00             $0.00          $0.00       $7,000.00      0.00%
   Active  R 101-41000-31110 CURRENT AD V      $691,089.00             $0.00          $0.00     $691,089.00      0.00%
   Active  R 101-41000-33401 LOCAL GOVERN      $666,716.00             $0.00          $0.00     $666,716.00      0.00%
   Active  R 101-41000-33422 STATE MARKET            $0.00             $0.00          $0.00           $0.00      0.00%
   Active  R 101-41100-31120 TRANSFER-KMU       $68,000.00        $62,808.51          $0.00       $5,191.49     92.37%
   Active  R 101-41100-31130 SHARED FACILI      $75,000.00        $81,500.00          $0.00      -$6,500.00    108.67%
   Active  R 101-42100-31110 CURRENT AD V            $0.00             $0.00          $0.00           $0.00      0.00%
   Active  R 101-42100-32001 LICENSES & PE         $700.00           $340.00        $180.00         $360.00     48.57%
   Active  R 101-42100-33401 LOCAL GOVERN            $0.00             $0.00          $0.00           $0.00      0.00%
   Active  R 101-42100-33404 STATE GRANTS        $1,000.00             $0.00          $0.00       $1,000.00      0.00%
   Active  R 101-42100-33417 POLICE GRANT        $1,000.00             $0.00          $0.00       $1,000.00      0.00%
   Active  R 101-42100-33421 STATE POLICE       $40,000.00             $0.00          $0.00      $40,000.00      0.00%
   Active  R 101-42100-33900 DIVIDENDS               $0.00             $0.00          $0.00           $0.00      0.00%
   Active  R 101-42100-34108 CHARGES FOR             $0.00             $0.00          $0.00           $0.00      0.00%
   Active  R 101-42100-34412 REIMBURSEME             $0.00           $736.40          $0.00        -$736.40      0.00%
   Active  R 101-42100-34790 SALE OF EXCES           $0.00             $0.00          $0.00           $0.00      0.00%
   Active  R 101-42100-35100 FINES/PENALTI      $15,000.00         $3,880.08        $484.43      $11,119.92     25.87%
   Active  R 101-42100-35210 TOW/IMPOUND             $0.00             $0.00          $0.00           $0.00      0.00%
   Active  R 101-42100-35300 PAY PAL/SQUA            $0.00             $0.00          $0.00           $0.00      0.00%
   Active  R 101-42100-36200 MISCELLANEOU            $0.00           $150.00         $10.00        -$150.00      0.00%
   Active  R 101-42100-39200 TRANSFERS INT           $0.00             $0.00          $0.00           $0.00      0.00%
   Active  R 101-42100-39201 TRANSFER FRO            $0.00             $0.00          $0.00           $0.00      0.00%
   Active  R 101-43000-33100 FEDERAL GRAN            $0.00             $0.00          $0.00           $0.00      0.00%
   Active  R 101-43000-33404 STATE GRANTS            $0.00             $0.00          $0.00           $0.00      0.00%
   Active  R 101-43000-36200 MISCELLANEOU            $0.00             $0.00          $0.00           $0.00      0.00%

                                                             22
                                                                                                                          180
                                         CITY OF KENYON                                                 07/28/26 1:08 PM
                                                                                                                   Page 2
                                       *Revenue Guideline©


                                         Current Period: JUNE 2026


                                                2026                 2026          JUNE              2026       % of YTD
                                              YTD Budget           YTD Amt        MTD Amt       YTD Balance      Budget
   Active  R 101-43100-31110 CURRENT AD V             $0.00              $0.00          $0.00           $0.00      0.00%
   Active  R 101-43100-33401 LOCAL GOVERN        $32,936.00              $0.00          $0.00      $32,936.00      0.00%
   Active  R 101-43100-34790 SALE OF EXCES            $0.00              $0.00          $0.00           $0.00      0.00%
   Active  R 101-43100-36200 MISCELLANEOU             $0.00          $2,539.82          $0.00      -$2,539.82      0.00%
   Active  R 101-43250-37320 RECYCLING CU        $47,500.00         $24,715.59     $24,715.59      $22,784.41     52.03%
   Active  R 101-45124-31110 CURRENT AD V             $0.00              $0.00          $0.00           $0.00      0.00%
   Active  R 101-45124-33900 DIVIDENDS                $0.00              $0.00          $0.00           $0.00      0.00%
   Active  R 101-45124-34409 REIMBURSEME              $0.00              $0.00          $0.00           $0.00      0.00%
   Active  R 101-45124-34720 SWIMMING POO        $30,000.00         $20,857.76     $15,935.00       $9,142.24     69.53%
   Active  R 101-45124-34721 SWIMMING POO         $5,000.00          $1,280.00      $1,280.00       $3,720.00     25.60%
   Active  R 101-45124-35300 PAY PAL/SQUA             $0.00              $0.00          $0.00           $0.00      0.00%
   Active  R 101-45124-37940 CASH OVER/SH             $0.00              $0.00          $0.00           $0.00      0.00%
   Active  R 101-45200-31110 CURRENT AD V             $0.00              $0.00          $0.00           $0.00      0.00%
   Active  R 101-45200-33100 FEDERAL GRAN             $0.00              $0.00          $0.00           $0.00      0.00%
   Active  R 101-45200-33600 GRANTS FROM              $0.00              $0.00          $0.00           $0.00      0.00%
   Active  R 101-45200-33630 COUNTY AID               $0.00              $0.00          $0.00           $0.00      0.00%
   Active  R 101-45200-33900 DIVIDENDS                $0.00              $0.00          $0.00           $0.00      0.00%
   Active  R 101-45200-34780 PARK RENTAL F          $900.00            $764.10        $555.72         $135.90     84.90%
   Active  R 101-45200-36200 MISCELLANEOU             $0.00              $0.00          $0.00           $0.00      0.00%
   Active  R 101-45300-33900 DIVIDENDS                $0.00              $0.00          $0.00           $0.00      0.00%
   Active  R 101-45400-34760 GARDEN PLOT              $0.00             $65.00          $0.00         -$65.00      0.00%
                    Total GENERAL FUND        $1,751,221.00        $258,880.34   -$120,901.34   $1,492,340.66     14.78%
CAPITAL OUTLAY
    Active R 202-00000-35108 REIMBURSE FO            $0.00               $0.00         $0.00           $0.00        0.00%
    Active R 202-00000-36210 INTEREST EAR            $0.00               $0.00         $0.00           $0.00        0.00%
    Active R 202-00000-39201 TRANSFER FRO            $0.00               $0.00         $0.00           $0.00        0.00%
    Active R 202-00000-39203 TRANSFER FRO            $0.00               $0.00         $0.00           $0.00        0.00%
    Active R 202-42000-31110 CURRENT AD V       $15,200.00               $0.00         $0.00      $15,200.00        0.00%
    Active R 202-42000-39208 TRANSFER FRO            $0.00               $0.00         $0.00           $0.00        0.00%
    Active R 202-43100-31110 CURRENT AD V       $66,400.00               $0.00         $0.00      $66,400.00        0.00%
    Active R 202-43100-39209 TRANSFER FRO            $0.00               $0.00         $0.00           $0.00        0.00%
    Active R 202-45000-31110 CURRENT AD V       $30,200.00               $0.00         $0.00      $30,200.00        0.00%
    Active R 202-45000-33400 STATE GRANTS            $0.00               $0.00         $0.00           $0.00        0.00%
    Active R 202-45000-39201 TRANSFER FRO            $0.00               $0.00         $0.00           $0.00        0.00%
    Active R 202-45300-31110 CURRENT AD V        $4,700.00               $0.00         $0.00       $4,700.00        0.00%
    Active R 202-48100-33400 STATE GRANTS            $0.00               $0.00         $0.00           $0.00        0.00%
    Active R 202-48100-39340 CAPITAL LEASE           $0.00               $0.00         $0.00           $0.00        0.00%
    Active R 202-48200-33400 STATE GRANTS            $0.00               $0.00         $0.00           $0.00        0.00%
    Active R 202-48200-34409 REIMBURSEME             $0.00               $0.00         $0.00           $0.00        0.00%
    Active R 202-48200-34790 SALE OF EXCES           $0.00               $0.00         $0.00           $0.00        0.00%
    Active R 202-48200-39201 TRANSFER FRO            $0.00               $0.00         $0.00           $0.00        0.00%
    Active R 202-48200-39208 TRANSFER FRO            $0.00               $0.00         $0.00           $0.00        0.00%
    Active R 202-48300-34790 SALE OF EXCES           $0.00               $0.00         $0.00           $0.00        0.00%
    Active R 202-48300-36200 MISCELLANEOU            $0.00               $0.00         $0.00           $0.00        0.00%
                  Total CAPITAL OUTLAY         $116,500.00               $0.00         $0.00     $116,500.00        0.00%
FIRE
    Active R 203-00000-31110 CURRENT AD V       $99,962.00               $0.00         $0.00      $99,962.00       0.00%
    Active R 203-00000-33400 STATE GRANTS       $10,000.00               $0.00         $0.00      $10,000.00       0.00%
    Active R 203-00000-33401 LOCAL GOVERN            $0.00               $0.00         $0.00           $0.00       0.00%
    Active R 203-00000-33420 STATE FIRE AID     $33,000.00               $0.00         $0.00      $33,000.00       0.00%
    Active R 203-00000-33900 DIVIDENDS               $0.00               $0.00         $0.00           $0.00       0.00%
    Active R 203-00000-34200 FIRE - TOWNSH      $93,785.00          $13,289.56         $0.00      $80,495.44      14.17%

                                                              23
                                                                                                                            181
                                              CITY OF KENYON                                               07/28/26 1:08 PM
                                                                                                                      Page 3
                                            *Revenue Guideline©


                                              Current Period: JUNE 2026


                                                     2026                2026         JUNE              2026       % of YTD
                                                   YTD Budget          YTD Amt       MTD Amt       YTD Balance      Budget
    Active    R 203-00000-34409 REIMBURSEME               $0.00              $0.00        $0.00           $0.00        0.00%
    Active    R 203-00000-34411 REIMBURSEME               $0.00          $1,150.00        $0.00      -$1,150.00        0.00%
    Active    R 203-00000-34790 SALE OF EXCES             $0.00              $0.00        $0.00           $0.00        0.00%
    Active    R 203-00000-35108 REIMBURSE FO              $0.00              $0.00        $0.00           $0.00        0.00%
    Active    R 203-00000-36105 SPECIAL ASSES             $0.00              $0.00        $0.00           $0.00        0.00%
    Active    R 203-00000-36200 MISCELLANEOU              $0.00            $880.89        $0.00        -$880.89        0.00%
    Active    R 203-00000-36210 INTEREST EAR             $75.00              $0.00        $0.00          $75.00        0.00%
    Active    R 203-00000-36230 DONATIONS                 $0.00              $0.00        $0.00           $0.00        0.00%
    Active    R 203-00000-36235 Donation - Donor          $0.00              $0.00        $0.00           $0.00        0.00%
    Active    R 203-00000-39201 TRANSFER FRO              $0.00              $0.00        $0.00           $0.00        0.00%
    Active    R 203-00000-39207 TRANSFER FRO              $0.00              $0.00        $0.00           $0.00        0.00%
    Active    R 203-42200-36105 SPECIAL ASSES             $0.00              $0.00        $0.00           $0.00        0.00%
    Active    R 203-42200-39201 TRANSFER FRO              $0.00              $0.00        $0.00           $0.00        0.00%
                                 Total FIRE         $236,822.00         $15,320.45        $0.00     $221,501.55        6.47%
LIBRARY
   Active     R 204-00000-31110 CURRENT AD V        $154,817.00              $0.00         $0.00    $154,817.00       0.00%
   Active     R 204-00000-33620 LIBRARY COUN         $54,323.00         $27,161.56    $27,161.56     $27,161.44      50.00%
   Active     R 204-00000-33621 LIBRARY GRAN              $0.00              $0.00         $0.00          $0.00       0.00%
   Active     R 204-00000-33900 DIVIDENDS               $200.00              $0.00         $0.00        $200.00       0.00%
   Active     R 204-00000-34109 CHARGES FOR             $700.00            $449.23        $54.01        $250.77      64.18%
   Active     R 204-00000-35103 LIBRARY FINES           $200.00             $84.39         $2.80        $115.61      42.20%
   Active     R 204-00000-36200 MISCELLANEOU            $750.00            $219.99        $37.74        $530.01      29.33%
   Active     R 204-00000-36210 INTEREST EAR             $90.00              $0.00         $0.00         $90.00       0.00%
   Active     R 204-00000-39202 TRANSFER FRO              $0.00              $0.00         $0.00          $0.00       0.00%
                             Total LIBRARY          $211,080.00         $27,915.17    $27,256.11    $183,164.83      13.22%
ECONOMIC DEVELOPMENT AUTHORITY
    Active    R 205-00000-31110 CURRENT AD V         $82,249.00              $0.00         $0.00      $82,249.00      0.00%
    Active    R 205-00000-33600 GRANTS FROM               $0.00          $8,000.00         $0.00      -$8,000.00      0.00%
    Active    R 205-00000-33900 DIVIDENDS                 $0.00              $0.00         $0.00           $0.00      0.00%
    Active    R 205-00000-35105 LEASE - IND. PA           $0.00              $0.00         $0.00           $0.00      0.00%
    Active    R 205-00000-35106 LEASE-NAPA ST         $3,000.00              $0.00         $0.00       $3,000.00      0.00%
    Active    R 205-00000-36200 MISCELLANEOU              $0.00              $0.00         $0.00           $0.00      0.00%
    Active    R 205-00000-36210 INTEREST EAR              $0.00              $0.00         $0.00           $0.00      0.00%
    Active    R 205-00000-39106 GAIN ON SALE              $0.00        $140,151.97   $140,151.97    -$140,151.97      0.00%
    Active    R 205-00000-39202 TRANSFER FRO         $11,147.00              $0.00         $0.00      $11,147.00      0.00%
    Active    R 205-00000-39207 TRANSFER FRO              $0.00              $0.00         $0.00           $0.00      0.00%
    Active    R 205-46200-33100 FEDERAL GRAN              $0.00              $0.00         $0.00           $0.00      0.00%
    Active    R 205-46200-33404 STATE GRANTS              $0.00              $0.00         $0.00           $0.00      0.00%
Total ECONOMIC DEVELOPMENT AUTHORITY                 $96,396.00        $148,151.97   $140,151.97     -$51,755.97    153.69%
POLICE FORFEITURES
    Active    R 210-00000-35200 FORFEITURES               $0.00              $0.00        $0.00           $0.00        0.00%
                Total POLICE FORFEITURES                  $0.00              $0.00        $0.00           $0.00        0.00%
SPECIAL PURPOSE DONATIONS
    Active    R 230-00000-36210 INTEREST EAR              $0.00              $0.00         $0.00           $0.00       0.00%
    Active    R 230-41000-36230 DONATIONS                 $0.00              $0.00         $0.00           $0.00       0.00%
    Active    R 230-42000-36340 DONATIONS-PU              $0.00              $0.00         $0.00           $0.00       0.00%
    Active    R 230-42200-36230 DONATIONS                 $0.00              $0.00         $0.00           $0.00       0.00%
    In-Active R 230-42200-36235 Donation - Donor          $0.00              $0.00         $0.00           $0.00       0.00%
    Active    R 230-45000-36330 DONATIONS-CU              $0.00         $11,266.71     $4,294.00     -$11,266.71       0.00%
    Active    R 230-45500-36230 DONATIONS                 $0.00              $0.00         $0.00           $0.00       0.00%
       Total SPECIAL PURPOSE DONATIONS                    $0.00         $11,266.71     $4,294.00     -$11,266.71       0.00%
COVID CARES ACT FUNDS

                                                                  24
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                                            *Revenue Guideline©


                                              Current Period: JUNE 2026


                                                     2026                2026        JUNE             2026       % of YTD
                                                   YTD Budget          YTD Amt      MTD Amt      YTD Balance      Budget
   Active      R 240-00000-33100 FEDERAL GRAN             $0.00             $0.00       $0.00           $0.00        0.00%
   Active      R 240-00000-36210 INTEREST EAR             $0.00             $0.00       $0.00           $0.00        0.00%
             Total COVID CARES ACT FUNDS                  $0.00             $0.00       $0.00           $0.00        0.00%
2012 G.O. IMP. BONDS-STREETS
    Active     R 301-00000-36210 INTEREST EAR             $0.00             $0.00       $0.00           $0.00        0.00%
    Active     R 301-47000-31110 CURRENT AD V             $0.00             $0.00       $0.00           $0.00        0.00%
      Total 2012 G.O. IMP. BONDS-STREETS                  $0.00             $0.00       $0.00           $0.00        0.00%
2016 FIRST STREET IMPROVEMENTS
    Active     R 303-00000-36210 INTEREST EAR             $0.00             $0.00       $0.00           $0.00        0.00%
    Active     R 303-47000-31110 CURRENT AD V        $29,400.00             $0.00       $0.00      $29,400.00        0.00%
    Active     R 303-47000-36101 SPECIAL ASSES            $0.00             $0.00       $0.00           $0.00        0.00%
  Total 2016 FIRST STREET IMPROVEMENTS               $29,400.00             $0.00       $0.00      $29,400.00        0.00%
2007 G.O. REFUNDING BONDS
    Active     R 307-00000-36210 INTEREST EAR             $0.00             $0.00       $0.00           $0.00        0.00%
          Total 2007 G.O. REFUNDING BONDS                 $0.00             $0.00       $0.00           $0.00        0.00%
2020A GO BOND (RW, BUS PK, 2ND
    Active     R 310-00000-36210 INTEREST EAR             $0.00             $0.00       $0.00           $0.00        0.00%
    Active     R 310-47000-31110 CURRENT AD V        $85,035.00             $0.00       $0.00      $85,035.00        0.00%
    Active     R 310-47000-36101 SPECIAL ASSES       $38,787.00             $0.00       $0.00      $38,787.00        0.00%
    Active     R 310-47000-39207 TRANSFER FRO             $0.00             $0.00       $0.00           $0.00        0.00%
    Total 2020A GO BOND (RW, BUS PK, 2ND            $123,822.00             $0.00       $0.00     $123,822.00        0.00%
2016B GO USDA BOND FIRE HALL
    Active     R 320-00000-36210 INTEREST EAR             $0.00             $0.00       $0.00           $0.00        0.00%
    Active     R 320-47100-31110 CURRENT AD V        $95,681.00             $0.00       $0.00      $95,681.00        0.00%
     Total 2016B GO USDA BOND FIRE HALL              $95,681.00             $0.00       $0.00      $95,681.00        0.00%
2016B USDA NOTE FIRE HALL
    Active     R 321-00000-36210 INTEREST EAR             $0.00             $0.00       $0.00           $0.00        0.00%
    Active     R 321-47200-31110 CURRENT AD V        $20,308.00             $0.00       $0.00      $20,308.00        0.00%
    Active     R 321-47200-39206 TRANSFER FRO             $0.00             $0.00       $0.00           $0.00        0.00%
    Active     R 321-47200-39207 TRANSFER FRO             $0.00             $0.00       $0.00           $0.00        0.00%
         Total 2016B USDA NOTE FIRE HALL             $20,308.00             $0.00       $0.00      $20,308.00        0.00%
2023A G.O. Bond
    Active     R 323-00000-31110 CURRENT AD V        $76,000.00             $0.00       $0.00      $76,000.00        0.00%
    Active     R 323-00000-36210 INTEREST EAR             $0.00            $25.35       $4.20         -$25.35        0.00%
    Active     R 323-47000-36210 INTEREST EAR             $0.00             $0.00       $0.00           $0.00        0.00%
    Active     R 323-47000-39310 GO BOND PROC             $0.00             $0.00       $0.00           $0.00        0.00%
    Active     R 323-47000-39312 PREMIUM ON B             $0.00             $0.00       $0.00           $0.00        0.00%
    Active     R 323-47300-36210 INTEREST EAR             $0.00             $0.00       $0.00           $0.00        0.00%
                       Total 2023A G.O. Bond         $76,000.00            $25.35       $4.20      $75,974.65        0.03%
2025 Street Projects
    Active     R 325-00000-31110 CURRENT AD V        $77,500.00             $0.00        $0.00      $77,500.00      0.00%
    Active     R 325-00000-36210 INTEREST EAR             $0.00        $43,907.12    $7,278.90     -$43,907.12      0.00%
    Active     R 325-47000-36100 SPECIAL ASSES            $0.00        $26,416.63        $0.00     -$26,416.63      0.00%
    Active     R 325-47000-39310 GO BOND PROC             $0.00             $0.00        $0.00           $0.00      0.00%
    Active     R 325-47000-39312 PREMIUM ON B             $0.00             $0.00        $0.00           $0.00      0.00%
    Active     R 325-47000-39320 Premiums on Bon          $0.00             $0.00        $0.00           $0.00      0.00%
                     Total 2025 Street Projects      $77,500.00        $70,323.75    $7,278.90       $7,176.25     90.74%
2020 FREIGHTLINER 114SD
    Active     R 331-47000-39207 TRANSFER FRO             $0.00             $0.00       $0.00           $0.00        0.00%
             Total 2020 FREIGHTLINER 114SD                $0.00             $0.00       $0.00           $0.00        0.00%
2019 FORD F150 LEASE


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                                          *Revenue Guideline©


                                            Current Period: JUNE 2026


                                                   2026                2026        JUNE            2026       % of YTD
                                                 YTD Budget          YTD Amt      MTD Amt     YTD Balance      Budget
   Active     R 336-00000-36210 INTEREST EAR            $0.00             $0.00       $0.00          $0.00        0.00%
   Active     R 336-47000-39207 TRANSFER FRO            $0.00             $0.00       $0.00          $0.00        0.00%
                Total 2019 FORD F150 LEASE              $0.00             $0.00       $0.00          $0.00        0.00%
RED WING AVE CAPITAL PROJECT
    Active    R 340-00000-36210 INTEREST EAR            $0.00             $0.00       $0.00          $0.00        0.00%
    Active    R 340-43100-36101 SPECIAL ASSES           $0.00             $0.00       $0.00          $0.00        0.00%
    Active    R 340-43100-36210 INTEREST EAR       $10,000.00             $0.00       $0.00     $10,000.00        0.00%
    Active    R 340-43100-39202 TRANSFER FRO            $0.00             $0.00       $0.00          $0.00        0.00%
    Active    R 340-43100-39310 GO BOND PROC            $0.00             $0.00       $0.00          $0.00        0.00%
    Active    R 340-43100-39312 PREMIUM ON B            $0.00             $0.00       $0.00          $0.00        0.00%
    Active    R 340-47100-39202 TRANSFER FRO            $0.00             $0.00       $0.00          $0.00        0.00%
    Total RED WING AVE CAPITAL PROJECT             $10,000.00             $0.00       $0.00     $10,000.00        0.00%
2004 SUNSET HOME TAX INCREMENT
    Active    R 402-00000-31050 TAX INCREMEN            $0.00             $0.00       $0.00          $0.00        0.00%
    Active    R 402-00000-31110 CURRENT AD V            $0.00             $0.00       $0.00          $0.00        0.00%
    Active    R 402-00000-36210 INTEREST EAR            $0.00             $0.00       $0.00          $0.00        0.00%
  Total 2004 SUNSET HOME TAX INCREMENT                  $0.00             $0.00       $0.00          $0.00        0.00%
2023 Street Overlay Proj
    Active    R 405-43100-35108 REIMBURSE FO            $0.00             $0.00       $0.00          $0.00        0.00%
    Active    R 405-47000-39310 GO BOND PROC            $0.00             $0.00       $0.00          $0.00        0.00%
    Active    R 405-47000-39312 PREMIUM ON B            $0.00             $0.00       $0.00          $0.00        0.00%
                Total 2023 Street Overlay Proj          $0.00             $0.00       $0.00          $0.00        0.00%
INDUSTRIAL PARK
    Active    R 420-00000-33100 FEDERAL GRAN            $0.00             $0.00       $0.00           $0.00       0.00%
    Active    R 420-00000-36210 INTEREST EAR            $0.00         $3,758.57       $0.00      -$3,758.57       0.00%
    Active    R 420-00000-39202 TRANSFER FRO            $0.00             $0.00       $0.00           $0.00       0.00%
    Active    R 420-00000-39310 GO BOND PROC            $0.00             $0.00       $0.00           $0.00       0.00%
    Active    R 420-00000-39312 PREMIUM ON B            $0.00             $0.00       $0.00           $0.00       0.00%
                     Total INDUSTRIAL PARK              $0.00         $3,758.57       $0.00      -$3,758.57       0.00%
2025 Street Project
    Active    R 425-43100-39310 GO BOND PROC            $0.00             $0.00       $0.00          $0.00        0.00%
    Active    R 425-43100-39312 PREMIUM ON B            $0.00             $0.00       $0.00          $0.00        0.00%
    Active    R 425-47000-39310 GO BOND PROC            $0.00             $0.00       $0.00          $0.00        0.00%
    Active    R 425-47000-39312 PREMIUM ON B            $0.00             $0.00       $0.00          $0.00        0.00%
                     Total 2025 Street Project          $0.00             $0.00       $0.00          $0.00        0.00%
2016 FIRST ST CAPITAL PROJECT
    Active    R 430-43100-36210 INTEREST EAR            $0.00             $0.00       $0.00          $0.00        0.00%
    Active    R 430-43100-39200 TRANSFERS INT           $0.00             $0.00       $0.00          $0.00        0.00%
     Total 2016 FIRST ST CAPITAL PROJECT                $0.00             $0.00       $0.00          $0.00        0.00%
WATER
    Active    R 601-00000-33100 FEDERAL GRAN            $0.00             $0.00       $0.00          $0.00        0.00%
    Active    R 601-00000-33400 STATE GRANTS            $0.00             $0.00       $0.00          $0.00        0.00%
    Active    R 601-00000-33407 PERA AID                $0.00             $0.00       $0.00          $0.00        0.00%
    Active    R 601-00000-33430 STATE SEMMCH            $0.00             $0.00       $0.00          $0.00        0.00%
    Active    R 601-00000-33439 PENSION REVE            $0.00             $0.00       $0.00          $0.00        0.00%
    Active    R 601-00000-34101 THAW WATER S            $0.00           $836.80       $0.00       -$836.80        0.00%
    Active    R 601-00000-34409 REIMBURSEME             $0.00             $0.00       $0.00          $0.00        0.00%
    Active    R 601-00000-34790 SALE OF EXCES           $0.00             $0.00       $0.00          $0.00        0.00%
    Active    R 601-00000-35000 NSF/RECON/SH            $0.00             $0.00       $0.00          $0.00        0.00%
    Active    R 601-00000-36101 SPECIAL ASSES           $0.00             $0.00       $0.00          $0.00        0.00%
    Active    R 601-00000-36105 SPECIAL ASSES           $0.00             $0.00       $0.00          $0.00        0.00%


                                                                26
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                                                                                                                  Page 6
                                          *Revenue Guideline©


                                            Current Period: JUNE 2026


                                                   2026                2026         JUNE             2026      % of YTD
                                                 YTD Budget          YTD Amt       MTD Amt      YTD Balance     Budget
   Active  R 601-00000-36200 MISCELLANEOU               $0.00              $0.00        $0.00          $0.00      0.00%
   Active  R 601-00000-36210 INTEREST EAR          $25,000.00         $92,327.37    $8,161.28    -$67,327.37    369.31%
   Active  R 601-00000-36225 POLE CONTACT               $0.00              $0.00        $0.00          $0.00      0.00%
   Active  R 601-00000-36226 Water Tower Lea        $7,200.00          $3,600.00      $600.00      $3,600.00     50.00%
   In-Active
           R 601-00000-36227 Electric Pole Lea          $0.00              $0.00        $0.00          $0.00      0.00%
   Active  R 601-00000-37110 WATER SALES          $400,000.00        $201,148.73   $42,573.57    $198,851.27     50.29%
   Active  R 601-00000-37120 WATER SALES -            $700.00             $84.63        $0.00        $615.37     12.09%
   Active  R 601-00000-37150 CONNECTION F               $0.00          $1,130.00        $0.00     -$1,130.00      0.00%
   Active  R 601-00000-37160 WATER PENALT           $2,500.00          $1,303.04      $184.05      $1,196.96     52.12%
   Active  R 601-00000-39202 TRANSFER FRO          $25,000.00              $0.00        $0.00     $25,000.00      0.00%
   Active  R 601-00000-39900 CONTRIBUTED                $0.00              $0.00        $0.00          $0.00      0.00%
   Active  R 601-00000-39999 PRIOR PERIOD               $0.00              $0.00        $0.00          $0.00      0.00%
   Active  R 601-49440-33900 DIVIDENDS                  $0.00              $0.00        $0.00          $0.00      0.00%
                            Total WATER           $460,400.00        $300,430.57   $51,518.90    $159,969.43     65.25%
SANITARY SEWER
   Active  R 602-00000-31110 CURRENT AD V               $0.00              $0.00        $0.00          $0.00      0.00%
   Active  R 602-00000-33100 FEDERAL GRAN               $0.00              $0.00        $0.00          $0.00      0.00%
   Active  R 602-00000-33400 STATE GRANTS               $0.00              $0.00        $0.00          $0.00      0.00%
   Active  R 602-00000-33407 PERA AID                   $0.00              $0.00        $0.00          $0.00      0.00%
   Active  R 602-00000-33439 PENSION REVE               $0.00              $0.00        $0.00          $0.00      0.00%
   Active  R 602-00000-33900 DIVIDENDS                  $0.00              $0.00        $0.00          $0.00      0.00%
   Active  R 602-00000-34407 UTILITY CONNE          $5,000.00            $900.00        $0.00      $4,100.00     18.00%
   Active  R 602-00000-34409 REIMBURSEME                $0.00              $0.00        $0.00          $0.00      0.00%
   Active  R 602-00000-34790 SALE OF EXCES              $0.00              $0.00        $0.00          $0.00      0.00%
   Active  R 602-00000-35108 REIMBURSE FO               $0.00              $0.00        $0.00          $0.00      0.00%
   Active  R 602-00000-36101 SPECIAL ASSES              $0.00              $0.00        $0.00          $0.00      0.00%
   Active  R 602-00000-36105 SPECIAL ASSES              $0.00              $0.00        $0.00          $0.00      0.00%
   Active  R 602-00000-36200 MISCELLANEOU               $0.00          $4,666.00      $728.00     -$4,666.00      0.00%
   Active  R 602-00000-36210 INTEREST EAR          $50,000.00         $34,178.28    $2,435.56     $15,821.72     68.36%
   Active  R 602-00000-37200 SANITARY SEW         $526,000.00        $294,656.88   $54,138.42    $231,343.12     56.02%
   Active  R 602-00000-39202 TRANSFER FRO               $0.00              $0.00        $0.00          $0.00      0.00%
   Active  R 602-00000-39207 TRANSFER FRO               $0.00              $0.00        $0.00          $0.00      0.00%
   Active  R 602-00000-39900 CONTRIBUTED                $0.00              $0.00        $0.00          $0.00      0.00%
   Active  R 602-00000-39999 PRIOR PERIOD               $0.00              $0.00        $0.00          $0.00      0.00%
                 Total SANITARY SEWER             $581,000.00        $334,401.16   $57,301.98    $246,598.84     57.56%
ELECTRIC
   Active  R 603-00000-33400 STATE GRANTS               $0.00              $0.00       $0.00           $0.00      0.00%
   Active  R 603-00000-33407 PERA AID                   $0.00              $0.00       $0.00           $0.00      0.00%
   Active  R 603-00000-33439 PENSION REVE               $0.00              $0.00       $0.00           $0.00      0.00%
   Active  R 603-00000-33800 SHARE OF CMP               $0.00              $0.00       $0.00           $0.00      0.00%
   Active  R 603-00000-34109 CHARGES FOR                $0.00          $4,694.43       $0.00      -$4,694.43      0.00%
   Active  R 603-00000-34140 TRENCHING & L              $0.00              $0.00       $0.00           $0.00      0.00%
   Active  R 603-00000-34790 SALE OF EXCES              $0.00              $0.00       $0.00           $0.00      0.00%
   Active  R 603-00000-35000 NSF/RECON/SH           $6,000.00          $2,799.83     $430.00       $3,200.17     46.66%
   Active  R 603-00000-36101 SPECIAL ASSES              $0.00              $0.00       $0.00           $0.00      0.00%
   Active  R 603-00000-36105 SPECIAL ASSES              $0.00              $0.00       $0.00           $0.00      0.00%
   Active  R 603-00000-36200 MISCELLANEOU               $0.00         $14,968.01     $255.74     -$14,968.01      0.00%
   Active  R 603-00000-36210 INTEREST EAR         $200,000.00         $10,377.47     $913.06     $189,622.53      5.19%
   Active  R 603-00000-36211 INT INCOME-CIT             $0.00            $279.00       $0.00        -$279.00      0.00%
   Active  R 603-00000-36212 INT INC-CITY IN            $0.00              $0.00       $0.00           $0.00      0.00%
   Active  R 603-00000-36214 INT INC-CITY LI            $0.00              $0.00       $0.00           $0.00      0.00%
   Active  R 603-00000-36225 POLE CONTACT           $7,000.00          $2,314.00       $0.00       $4,686.00     33.06%

                                                                27
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                                                                                                                   Page 7
                                       *Revenue Guideline©


                                         Current Period: JUNE 2026


                                                2026                 2026         JUNE               2026       % of YTD
                                              YTD Budget           YTD Amt       MTD Amt        YTD Balance      Budget
   Active R 603-00000-36260 GARBAGE BILLI        $50,000.00      $120,616.89      $21,211.71      -$70,616.89    241.23%
   Active R 603-00000-36261 GARBAGE BILLI        $21,000.00            $0.00           $0.00       $21,000.00      0.00%
   Active R 603-00000-36262 GARBAGE BILLI         $2,300.00        $6,380.88       $2,192.55       -$4,080.88    277.43%
   Active R 603-00000-37150 CONNECTION F          $2,000.00          $250.00           $0.00        $1,750.00     12.50%
   Active R 603-00000-37320 RECYCLING CU              $0.00            $0.00     ($20,663.37)           $0.00      0.00%
   Active R 603-00000-37410 RESIDENTIAL E     $1,200,000.00      $453,925.40      $60,121.60      $746,074.60     37.83%
   Active R 603-00000-37420 COMMERCIAL &        $300,000.00      $116,850.51      $17,370.71      $183,149.49     38.95%
   Active R 603-00000-37425 ELECTRIC SALE             $0.00            $0.00           $0.00            $0.00      0.00%
   Active R 603-00000-37430 DEMAND ELECT        $650,000.00      $358,296.97      $75,125.20      $291,703.03     55.12%
   Active R 603-00000-37440 PUBLIC STREET        $22,600.00       $21,914.68       $2,511.79          $685.32     96.97%
   Active R 603-00000-37460 ELECTRIC PENA         $8,000.00        $2,957.80         $422.24        $5,042.20     36.97%
   Active R 603-00000-37470 SECURITY LIGH         $3,000.00        $1,150.00           $0.00        $1,850.00     38.33%
   Active R 603-00000-37485 CAPX2020-TRAN             $0.00            $0.00           $0.00            $0.00      0.00%
   Active R 603-00000-37500 SOLAR SUBSCR              $0.00            $0.00           $0.00            $0.00      0.00%
   Active R 603-00000-39202 TRANSFER FRO              $0.00            $0.00           $0.00            $0.00      0.00%
   Active R 603-00000-39999 PRIOR PERIOD              $0.00            $0.00           $0.00            $0.00      0.00%
   Active R 603-49590-33900 DIVIDENDS                 $0.00            $0.00           $0.00            $0.00      0.00%
   Active R 603-49590-34409 REIMBURSEME               $0.00          $210.00           $0.00         -$210.00      0.00%
   Active R 603-49600-37482 CMPAS INCOME              $0.00            $0.00           $0.00            $0.00      0.00%
   Active R 603-49600-37483 CMPAS REGULA              $0.00            $0.00           $0.00            $0.00      0.00%
   Active R 603-49600-37484 MISO UNDER R              $0.00            $0.00           $0.00            $0.00      0.00%
   Active R 603-49600-39104 SALE OF UTILITI           $0.00            $0.00           $0.00            $0.00      0.00%
                        Total ELECTRIC        $2,471,900.00    $1,117,985.87     $159,891.23    $1,353,914.13     45.23%
STORM SEWER
   Active R 605-00000-33400 STATE GRANTS             $0.00               $0.00        $0.00             $0.00      0.00%
   Active R 605-00000-33407 PERA AID                 $0.00               $0.00        $0.00             $0.00      0.00%
   Active R 605-00000-33439 PENSION REVE             $0.00               $0.00        $0.00             $0.00      0.00%
   Active R 605-00000-34790 SALE OF EXCES            $0.00               $0.00        $0.00             $0.00      0.00%
   Active R 605-00000-39202 TRANSFER FRO             $0.00               $0.00        $0.00             $0.00      0.00%
   Active R 605-00000-39900 CONTRIBUTED              $0.00               $0.00        $0.00             $0.00      0.00%
   Active R 605-43251-33100 FEDERAL GRAN             $0.00               $0.00        $0.00             $0.00      0.00%
   Active R 605-43251-33400 STATE GRANTS             $0.00               $0.00        $0.00             $0.00      0.00%
   Active R 605-43251-33900 DIVIDENDS                $0.00               $0.00        $0.00             $0.00      0.00%
   Active R 605-43251-36105 SPECIAL ASSES        $1,000.00               $0.00        $0.00         $1,000.00      0.00%
   Active R 605-43251-36200 MISCELLANEOU             $0.00               $0.00        $0.00             $0.00      0.00%
   Active R 605-43251-36210 INTEREST EAR         $6,000.00          $29,942.00    $3,355.05       -$23,942.00    499.03%
   Active R 605-43251-37202 STORM SEWER        $125,000.00          $83,846.45   $16,654.72        $41,153.55     67.08%
   Active R 605-43251-37203 STORM SEWER              $0.00               $0.00        $0.00             $0.00      0.00%
   Active R 605-43251-39207 TRANSFER FRO             $0.00               $0.00        $0.00             $0.00      0.00%
   Active R 605-49700-39200 TRANSFERS INT            $0.00               $0.00        $0.00             $0.00      0.00%
                   Total STORM SEWER           $132,000.00         $113,788.45   $20,009.77        $18,211.55     86.20%
LIQUOR
   Active R 609-00000-33400 STATE GRANTS             $0.00               $0.00         $0.00           $0.00       0.00%
   Active R 609-00000-33407 PERA AID                 $0.00               $0.00         $0.00           $0.00       0.00%
   Active R 609-00000-33439 PENSION REVE             $0.00               $0.00         $0.00           $0.00       0.00%
   Active R 609-00000-33900 DIVIDENDS                $0.00               $0.00         $0.00           $0.00       0.00%
   Active R 609-00000-34409 REIMBURSEME              $0.00           $4,186.75         $0.00      -$4,186.75       0.00%
   Active R 609-00000-36200 MISCELLANEOU             $0.00             $504.27         $0.00        -$504.27       0.00%
   Active R 609-00000-36210 INTEREST EAR             $0.00               $0.00         $0.00           $0.00       0.00%
   Active R 609-00000-36221 PULL TAB RENT            $0.00           $2,716.04   ($15,175.15)     -$2,716.04       0.00%
   Active R 609-00000-36222 PULL TAB RENT       $45,000.00          $17,891.19    $17,891.19      $27,108.81      39.76%
   Active R 609-00000-36250 ATM REVENUE          $5,000.00             $691.37       $220.16       $4,308.63      13.83%

                                                              28
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                                                                                                                    Page 8
                                           *Revenue Guideline©


                                            Current Period: JUNE 2026


                                                   2026                2026         JUNE              2026       % of YTD
                                                 YTD Budget          YTD Amt       MTD Amt       YTD Balance      Budget
   Active   R 609-00000-36255 LOTTERY SCRA              $0.00              $0.00        $0.00           $0.00       0.00%
   Active   R 609-00000-37811 LIQUOR-OFF-SA       $195,000.00        $103,636.29   $19,356.89      $91,363.71      53.15%
   Active   R 609-00000-37812 BEER - OFF-SAL      $335,000.00        $143,518.63   $30,830.54     $191,481.37      42.84%
   Active   R 609-00000-37813 WINE - OFF-SAL       $40,000.00         $13,656.42    $2,306.63      $26,343.58      34.14%
   Active   R 609-00000-37815 OTHER MERCH           $8,000.00          $3,460.47      $799.41       $4,539.53      43.26%
   Active   R 609-00000-37816 TOBACCO SALE         $17,000.00          $4,391.00      $794.00      $12,609.00      25.83%
   Active   R 609-00000-37817 THC SALES             $7,000.00          $3,900.62        $0.00       $3,099.38      55.72%
   Active   R 609-00000-37820 MACHINE COM           $9,000.00          $4,007.34      $594.45       $4,992.66      44.53%
   Active   R 609-00000-37900 ROSE FEST             $8,000.00              $0.00        $0.00       $8,000.00       0.00%
   Active   R 609-00000-37911 LIQUOR/WINE O       $175,000.00         $63,459.04   $10,384.65     $111,540.96      36.26%
   Active   R 609-00000-37912 BEER ON-SALE        $165,000.00         $79,538.29   $12,304.54      $85,461.71      48.21%
   Active   R 609-00000-37916 FOOD-ON SALE         $30,000.00         $10,657.53    $1,704.95      $19,342.47      35.53%
                            Total LIQUOR        $1,039,000.00        $456,215.25   $82,012.26     $582,784.75      43.91%
GASB 34
   Active   R 900-00000-31000 CURRENT AD V              $0.00              $0.00        $0.00           $0.00        0.00%
   Active   R 900-00000-31020 DELINQUENT TA             $0.00              $0.00        $0.00           $0.00        0.00%
   Active   R 900-00000-33300 STATE REVENU              $0.00              $0.00        $0.00           $0.00        0.00%
   Active   R 900-00000-33400 STATE GRANTS              $0.00              $0.00        $0.00           $0.00        0.00%
   Active   R 900-00000-33407 PERA AID                  $0.00              $0.00        $0.00           $0.00        0.00%
   Active   R 900-00000-33439 PENSION REVE              $0.00              $0.00        $0.00           $0.00        0.00%
   Active   R 900-00000-34790 SALE OF EXCES             $0.00              $0.00        $0.00           $0.00        0.00%
   Active   R 900-00000-35108 REIMBURSE FO              $0.00              $0.00        $0.00           $0.00        0.00%
   Active   R 900-00000-36000 MISC - LOAN               $0.00              $0.00        $0.00           $0.00        0.00%
   Active   R 900-00000-36100 SPECIAL ASSES             $0.00              $0.00        $0.00           $0.00        0.00%
   Active   R 900-00000-36190 CAPITAL CONTR             $0.00              $0.00        $0.00           $0.00        0.00%
   Active   R 900-00000-39310 GO BOND PROC              $0.00              $0.00        $0.00           $0.00        0.00%
   Active   R 900-00000-39320 Premiums on Bon           $0.00              $0.00        $0.00           $0.00        0.00%
   Active   R 900-00000-39340 CAPITAL LEASE             $0.00              $0.00        $0.00           $0.00        0.00%
   Active   R 900-00000-39998 PRIOR YEAR AD             $0.00              $0.00        $0.00           $0.00        0.00%
   Active   R 900-42000-33420 STATE FIRE AID            $0.00              $0.00        $0.00           $0.00        0.00%
   Active   R 900-42000-39310 GO BOND PROC              $0.00              $0.00        $0.00           $0.00        0.00%
   Active   R 900-43100-39310 GO BOND PROC              $0.00              $0.00        $0.00           $0.00        0.00%
                            Total GASB 34               $0.00              $0.00        $0.00           $0.00        0.00%
                            Report Total        $7,529,030.00    $2,858,463.61     $428,817.98   $4,670,566.39     37.97%




                                                                29
                                                                                                                             187
                                                CITY OF KENYON                                              07/28/26 1:07 PM
                                                                                                                      Page 1
                                             *Expenditure Guideline©


                                                Current Period: JUNE 2026

                                                       2026           2026           JUNE       Enc           2026 % of YTD
                                                YTD Budget         YTD Amt         MTD Amt   Current   YTD Balance   Budget
GENERAL FUND
   In-Active E 101-41000-725 TRANSFER TO           $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
   Active    E 101-41110-101 SALARIES - RE    $13,520.00           $0.00          $0.00       $0.00     $13,520.00     0.00%
   Active    E 101-41110-122 FICA - EMPLOY     $1,030.00           $0.00          $0.00       $0.00      $1,030.00     0.00%
   Active    E 101-41110-136 MN Paid Leave        $60.00           $0.00          $0.00       $0.00         $60.00     0.00%
   Active    E 101-41110-142 UNEMPLOYMEN           $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
   Active    E 101-41110-150 INSURANCE - W        $40.00           $0.00          $0.00       $0.00         $40.00     0.00%
   Active    E 101-41110-311 CONFERENCE        $3,000.00           $0.00          $0.00       $0.00      $3,000.00     0.00%
   Active    E 101-41110-331 TRAVEL EXPEN        $250.00           $0.00          $0.00       $0.00        $250.00     0.00%
   Active    E 101-41110-430 MISCELLANEO           $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
   Active    E 101-41110-433 DUES AND SUB         $30.00          $30.00          $0.00       $0.00          $0.00   100.00%
   Active    E 101-41310-100 SALARIES - PA    $36,320.00      $11,963.41      $3,352.50       $0.00     $24,356.59    32.94%
   Active    E 101-41310-101 SALARIES - RE   $169,000.00      $78,111.78     $10,686.40       $0.00     $90,888.22    46.22%
   Active    E 101-41310-102 SALARIES - OV         $0.00       $1,047.72        $304.02       $0.00     -$1,047.72     0.00%
   Active    E 101-41310-112 SALARIES - AD         $0.00       $5,570.30      $1,857.02       $0.00     -$5,570.30     0.00%
   Active    E 101-41310-121 PERA - EMPLOY    $15,400.00       $7,614.03      $1,214.99       $0.00      $7,785.97    49.44%
   Active    E 101-41310-122 FICA - EMPLOY    $15,710.00       $6,505.52      $1,197.84       $0.00      $9,204.48    41.41%
   Active    E 101-41310-130 INSURANCE - M    $73,310.00      $54,310.19      $9,371.43       $0.00     $18,999.81    74.08%
   Active    E 101-41310-131 EMPLOYER H.S.    $10,000.00       $3,052.60          $0.00       $0.00      $6,947.40    30.53%
   Active    E 101-41310-136 MN Paid Leave       $900.00         $194.08         $35.65       $0.00        $705.92    21.56%
   Active    E 101-41310-142 UNEMPLOYMEN           $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
   Active    E 101-41310-150 INSURANCE - W       $790.00           $0.00          $0.00       $0.00        $790.00     0.00%
   Active    E 101-41310-311 CONFERENCE        $2,000.00       $1,026.68        $935.00       $0.00        $973.32    51.33%
   Active    E 101-41310-324 OUTSIDE SERVI         $0.00      $60,367.20      $3,620.84       $0.00    -$60,367.20     0.00%
   Active    E 101-41310-331 TRAVEL EXPEN      $1,500.00           $0.00          $0.00       $0.00      $1,500.00     0.00%
   Active    E 101-41310-342 TRAINING FEES     $1,500.00          $99.17          $0.00       $0.00      $1,400.83     6.61%
   Active    E 101-41310-360 INSURANCE - P       $480.00           $0.00          $0.00       $0.00        $480.00     0.00%
   Active    E 101-41310-430 MISCELLANEO           $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
   Active    E 101-41310-433 DUES AND SUB      $1,100.00          $50.00          $0.00       $0.00      $1,050.00     4.55%
   Active    E 101-41410-103 ELECTION JUD      $2,500.00           $0.00          $0.00       $0.00      $2,500.00     0.00%
   Active    E 101-41410-331 TRAVEL EXPEN      $1,000.00          $53.72          $0.00       $0.00        $946.28     5.37%
   Active    E 101-41410-430 MISCELLANEO         $500.00           $0.00          $0.00       $0.00        $500.00     0.00%
   Active    E 101-41530-301 AUDITING         $20,000.00      $12,500.00          $0.00       $0.00      $7,500.00    62.50%
   Active    E 101-41610-304 LEGAL            $60,000.00      $12,108.20      $7,010.70       $0.00     $47,891.80    20.18%
   Active    E 101-41700-303 ENGINEERING      $15,000.00       $4,777.50        $735.00       $0.00     $10,222.50    31.85%
   Active    E 101-41940-116 SALARIES -WE      $7,260.00       $3,783.48        $631.49       $0.00      $3,476.52    52.11%
   Active    E 101-41940-121 PERA - EMPLOY       $540.00         $783.76         $47.36       $0.00       -$243.76   145.14%
   Active    E 101-41940-122 FICA - EMPLOY       $560.00         $272.39         $45.36       $0.00        $287.61    48.64%
   Active    E 101-41940-130 INSURANCE - M         $0.00         $221.83          $3.23       $0.00       -$221.83     0.00%
   Active    E 101-41940-131 EMPLOYER H.S.         $0.00         $280.50          $0.00       $0.00       -$280.50     0.00%
   Active    E 101-41940-136 MN Paid Leave        $30.00           $8.29          $1.38       $0.00         $21.71    27.63%
   Active    E 101-41940-150 INSURANCE - W        $20.00           $0.00          $0.00       $0.00         $20.00     0.00%
   Active    E 101-41940-152 INSURANCE - W         $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
   Active    E 101-41940-200 OFFICE SUPPLI     $2,500.00         $230.17          $0.00       $0.00      $2,269.83     9.21%
   Active    E 101-41940-210 OPERATING SU     $10,000.00       $5,471.03        $381.08       $0.00      $4,528.97    54.71%
   Active    E 101-41940-265 PROPERTY TAX      $1,800.00       $1,676.00          $0.00       $0.00        $124.00    93.11%
   Active    E 101-41940-302 SAFETY CLASS/     $7,000.00       $7,615.86      $2,840.25       $0.00       -$615.86   108.80%
   Active    E 101-41940-307 CONTRACT SE      $57,645.00          $65.00          $0.00       $0.00     $57,580.00     0.11%
   Active    E 101-41940-308 OUTSIDE JANIT    $19,000.00       $6,936.25      $1,387.25       $0.00     $12,063.75    36.51%
   Active    E 101-41940-309 COMPUTER SU      $12,000.00       $3,764.75        $605.84       $0.00      $8,235.25    31.37%
   Active    E 101-41940-321 UTILITIES-PHO    $10,000.00       $4,458.25        $793.15       $0.00      $5,541.75    44.58%
   Active    E 101-41940-324 OUTSIDE SERVI    $25,000.00       $3,539.24        $918.21       $0.00     $21,460.76    14.16%


                                                              30
                                                                                                                               188
                                                CITY OF KENYON                                                07/28/26 1:07 PM
                                                                                                                       Page 2
                                             *Expenditure Guideline©


                                                Current Period: JUNE 2026

                                                       2026            2026           JUNE       Enc           2026 % of YTD
                                                YTD Budget          YTD Amt         MTD Amt   Current   YTD Balance   Budget
Active      E 101-41940-335 MISC BANK CH       $1,500.00          $170.15         $40.85       $0.00      $1,329.85    11.34%
Active      E 101-41940-339 PAY PAL/SQUA         $200.00           $68.07         $27.31       $0.00        $131.93    34.04%
Active      E 101-41940-340 ADVERTISING        $3,000.00          $771.95         $45.95       $0.00      $2,228.05    25.73%
Active      E 101-41940-360 INSURANCE - P      $9,980.00            $0.00          $0.00       $0.00      $9,980.00     0.00%
Active      E 101-41940-381 UTILITIES-ELEC     $3,500.00        $1,512.52        $205.87       $0.00      $1,987.48    43.21%
Active      E 101-41940-383 UTILITIES-NATU     $3,500.00        $1,003.17         $30.49       $0.00      $2,496.83    28.66%
Active      E 101-41940-384 UTILITIES-REFU       $600.00          $207.24          $0.00       $0.00        $392.76    34.54%
Active      E 101-41940-385 UTILITIES-SEW      $2,000.00        $1,237.24        $192.38       $0.00        $762.76    61.86%
Active      E 101-41940-400 REPAIRS AND       $10,000.00        $1,013.37        $546.38       $0.00      $8,986.63    10.13%
Active      E 101-41940-430 MISCELLANEO        $3,000.00        $1,275.07         $21.00       $0.00      $1,724.93    42.50%
Active      E 101-41940-433 DUES AND SUB       $8,000.00       $10,288.91      $4,999.02       $0.00     -$2,288.91   128.61%
Active      E 101-41940-490 DONATIONS          $2,000.00        $2,000.00      $2,000.00       $0.00          $0.00   100.00%
Active      E 101-41940-501 CAPITAL OUTLA          $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
Active      E 101-41940-609 LOAN PRINCIPA          $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
Active      E 101-41940-610 LOAN INTERES           $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
Active      E 101-41940-725 TRANSFER TO            $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
Active      E 101-41940-740 TRANSFER TO            $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
Active      E 101-42100-100 SALARIES - PA     $25,000.00       $30,500.31      $3,580.40       $0.00     -$5,500.31   122.00%
Active      E 101-42100-101 SALARIES - RE    $273,860.00      $130,888.66     $15,330.20       $0.00    $142,971.34    47.79%
Active      E 101-42100-102 SALARIES - OV     $40,000.00       $25,185.65      $2,734.27       $0.00     $14,814.35    62.96%
Active      E 101-42100-112 SALARIES - AD          $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
Active      E 101-42100-117 LAWENF.SAL./S          $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
Active      E 101-42100-121 PERA - EMPLOY     $59,980.00       $34,091.05      $3,837.68       $0.00     $25,888.95    56.84%
Active      E 101-42100-122 FICA - EMPLOY      $4,910.00        $2,546.10        $308.35       $0.00      $2,363.90    51.86%
Active      E 101-42100-130 INSURANCE - M     $17,560.00       $36,660.05      $5,930.65       $0.00    -$19,100.05   208.77%
Active      E 101-42100-131 EMPLOYER H.S.      $5,000.00        $4,221.61          $0.00       $0.00        $778.39    84.43%
Active      E 101-42100-136 MN Paid Leave      $1,490.00          $391.57         $47.70       $0.00      $1,098.43    26.28%
Active      E 101-42100-142 UNEMPLOYMEN            $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
Active      E 101-42100-150 INSURANCE - W     $15,750.00            $0.00          $0.00       $0.00     $15,750.00     0.00%
Active      E 101-42100-151 INSURANCE - W          $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
Active      E 101-42100-210 OPERATING SU       $4,000.00        $2,114.48        $666.26       $0.00      $1,885.52    52.86%
Active      E 101-42100-211 CLEANING SUP         $200.00            $0.00          $0.00       $0.00        $200.00     0.00%
Active      E 101-42100-212 MOTOR FUELS,      $13,000.00        $4,373.77      $1,391.48       $0.00      $8,626.23    33.64%
Active      E 101-42100-213 FIREARM AND          $600.00            $0.00          $0.00       $0.00        $600.00     0.00%
Active      E 101-42100-222 TIRES                  $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
Active      E 101-42100-304 LEGAL             $18,000.00       $20,808.15          $0.00       $0.00     -$2,808.15   115.60%
Active      E 101-42100-307 CONTRACT SE       $10,000.00       -$3,073.05        $148.62       $0.00     $13,073.05   -30.73%
Active      E 101-42100-309 COMPUTER SU        $1,500.00        $2,676.90        $456.60       $0.00     -$1,176.90   178.46%
Active      E 101-42100-311 CONFERENCE         $3,000.00        $4,312.96          $7.10       $0.00     -$1,312.96   143.77%
Active      E 101-42100-321 UTILITIES-PHO      $8,000.00        $4,809.77        $842.46       $0.00      $3,190.23    60.12%
Active      E 101-42100-331 TRAVEL EXPEN           $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
In-Active   E 101-42100-339 PAY PAL/SQUA           $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
Active      E 101-42100-340 ADVERTISING        $1,000.00            $0.00          $0.00       $0.00      $1,000.00     0.00%
Active      E 101-42100-360 INSURANCE - P     $20,310.00            $0.00          $0.00       $0.00     $20,310.00     0.00%
Active      E 101-42100-381 UTILITIES-ELEC     $2,500.00        $1,236.15        $163.90       $0.00      $1,263.85    49.45%
Active      E 101-42100-383 UTILITIES-NATU     $1,500.00        $1,995.33      $1,184.50       $0.00       -$495.33   133.02%
Active      E 101-42100-384 UTILITIES-REFU       $476.00          $161.55          $0.00       $0.00        $314.45    33.94%
Active      E 101-42100-385 UTILITIES-SEW        $210.00            $0.00          $0.00       $0.00        $210.00     0.00%
Active      E 101-42100-400 REPAIRS AND        $6,000.00        $2,680.46         $71.99       $0.00      $3,319.54    44.67%
Active      E 101-42100-418 UNIFORMS           $4,000.00        $2,538.30        $143.95       $0.00      $1,461.70    63.46%
Active      E 101-42100-429 PERMITS AND L        $500.00            $0.00          $0.00       $0.00        $500.00     0.00%
Active      E 101-42100-430 MISCELLANEO        $3,000.00          $108.41         $92.81       $0.00      $2,891.59     3.61%


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                                                                                                                        Page 3
                                               *Expenditure Guideline©


                                                  Current Period: JUNE 2026

                                                         2026           2026           JUNE       Enc           2026 % of YTD
                                                  YTD Budget         YTD Amt         MTD Amt   Current   YTD Balance   Budget
Active      E 101-42100-433 DUES AND SUB         $3,600.00         $295.58          $0.00       $0.00      $3,304.42     8.21%
Active      E 101-42100-501 CAPITAL OUTLA            $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
In-Active   E 101-42100-606 CAPITAL LEASE            $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
In-Active   E 101-42100-619 CAPITAL LEASE            $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
Active      E 101-42100-740 TRANSFER TO              $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
Active      E 101-43100-100 SALARIES - PA            $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
Active      E 101-43100-101 SALARIES - RE      $121,860.00      $70,579.55     $10,356.23       $0.00     $51,280.45    57.92%
Active      E 101-43100-102 SALARIES - OV        $2,300.00       $4,652.94        $760.99       $0.00     -$2,352.94   202.30%
Active      E 101-43100-105 SALARIES - SP            $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
Active      E 101-43100-121 PERA - EMPLOY        $9,310.00       $5,993.75        $829.14       $0.00      $3,316.25    64.38%
Active      E 101-43100-122 FICA - EMPLOY        $9,500.00       $4,935.82        $812.61       $0.00      $4,564.18    51.96%
Active      E 101-43100-130 INSURANCE - M       $40,000.00      $22,210.81      $3,976.14       $0.00     $17,789.19    55.53%
Active      E 101-43100-131 EMPLOYER H.S.        $4,000.00       $2,218.97          $0.00       $0.00      $1,781.03    55.47%
Active      E 101-43100-136 MN Paid Leave          $550.00         $146.50         $24.33       $0.00        $403.50    26.64%
Active      E 101-43100-142 UNEMPLOYMEN              $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
Active      E 101-43100-150 INSURANCE - W        $3,370.00           $0.00          $0.00       $0.00      $3,370.00     0.00%
Active      E 101-43100-151 INSURANCE - W            $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
In-Active   E 101-43100-200 OFFICE SUPPLI            $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
Active      E 101-43100-210 OPERATING SU        $10,000.00       $3,775.01        $316.49       $0.00      $6,224.99    37.75%
Active      E 101-43100-212 MOTOR FUELS,        $10,000.00       $4,571.02        $360.63       $0.00      $5,428.98    45.71%
Active      E 101-43100-224 STREET MAINT        $40,000.00      $27,840.92        $259.31       $0.00     $12,159.08    69.60%
Active      E 101-43100-225 BOULEVARD of         $2,000.00         $819.90        $510.48       $0.00      $1,180.10    41.00%
Active      E 101-43100-303 ENGINEERING              $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
In-Active   E 101-43100-311 CONFERENCE               $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
Active      E 101-43100-321 UTILITIES-PHO        $1,500.00         $739.76        $219.91       $0.00        $760.24    49.32%
In-Active   E 101-43100-340 ADVERTISING              $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
Active      E 101-43100-360 INSURANCE - P       $10,390.00           $0.00          $0.00       $0.00     $10,390.00     0.00%
Active      E 101-43100-381 UTILITIES-ELEC       $2,200.00         $910.50        $124.93       $0.00      $1,289.50    41.39%
Active      E 101-43100-383 UTILITIES-NATU       $4,500.00       $3,155.30         $76.14       $0.00      $1,344.70    70.12%
Active      E 101-43100-384 UTILITIES-REFU         $600.00         $207.21          $0.00       $0.00        $392.79    34.54%
Active      E 101-43100-385 UTILITIES-SEW        $2,100.00         $872.10        $129.81       $0.00      $1,227.90    41.53%
Active      E 101-43100-400 REPAIRS AND         $15,000.00       $2,864.15         $24.98       $0.00     $12,135.85    19.09%
Active      E 101-43100-414 OSHA/SAFETY            $700.00         $530.98          $0.00       $0.00        $169.02    75.85%
Active      E 101-43100-418 UNIFORMS               $500.00         $524.79         $97.37       $0.00        -$24.79   104.96%
Active      E 101-43100-430 MISCELLANEO              $0.00          $69.00          $0.00       $0.00        -$69.00     0.00%
Active      E 101-43100-501 CAPITAL OUTLA            $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
Active      E 101-43100-505 GIS Operation an     $2,500.00         $726.60          $0.00       $0.00      $1,773.40    29.06%
In-Active   E 101-43100-606 CAPITAL LEASE            $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
In-Active   E 101-43100-619 CAPITAL LEASE            $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
Active      E 101-43100-740 TRANSFER TO              $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
Active      E 101-43160-387 UTILITIES-STR.      $27,000.00      $14,267.09      $1,791.11       $0.00     $12,732.91    52.84%
Active      E 101-43160-388 UTILITIES-STR.       $3,500.00       $1,903.93        $237.01       $0.00      $1,596.07    54.40%
Active      E 101-43250-386 RECYCLING           $46,500.00      $19,345.00          $0.00       $0.00     $27,155.00    41.60%
In-Active   E 101-43250-432 BAD DEBT EXP             $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
Active      E 101-45124-100 SALARIES - PA       $58,700.00       $1,787.75      $1,787.75       $0.00     $56,912.25     3.05%
Active      E 101-45124-101 SALARIES - RE        $5,960.00       $5,645.32      $3,111.86       $0.00        $314.68    94.72%
Active      E 101-45124-102 SALARIES - OV            $0.00         $238.40         $42.00       $0.00       -$238.40     0.00%
Active      E 101-45124-121 PERA - EMPLOY          $720.00         $818.36        $114.57       $0.00        -$98.36   113.66%
Active      E 101-45124-122 FICA - EMPLOY        $4,950.00         $577.82        $376.05       $0.00      $4,372.18    11.67%
Active      E 101-45124-130 INSURANCE - M        $2,030.00       $1,179.60        $210.08       $0.00        $850.40    58.11%
Active      E 101-45124-131 EMPLOYER H.S.            $0.00         $114.56          $0.00       $0.00       -$114.56     0.00%
Active      E 101-45124-136 MN Paid Leave          $280.00          $16.84         $10.88       $0.00        $263.16     6.01%


                                                                32
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                                                                                                                      Page 4
                                            *Expenditure Guideline©


                                                 Current Period: JUNE 2026

                                                       2026            2026          JUNE       Enc           2026 % of YTD
                                                 YTD Budget         YTD Amt        MTD Amt   Current   YTD Balance   Budget
   Active  E 101-45124-142 UNEMPLOYMEN              $0.00           $0.00          $0.00      $0.00          $0.00      0.00%
   Active  E 101-45124-150 INSURANCE - W        $1,370.00           $0.00          $0.00      $0.00      $1,370.00      0.00%
   Active  E 101-45124-210 OPERATING SU         $3,000.00         $347.47        $169.40      $0.00      $2,652.53     11.58%
   Active  E 101-45124-216 CHEMICALS            $6,500.00       $1,529.49         $97.52      $0.00      $4,970.51     23.53%
   Active  E 101-45124-250 MERCHANDISE          $3,500.00         $810.70        $810.70      $0.00      $2,689.30     23.16%
   Active  E 101-45124-311 CONFERENCE           $1,500.00           $0.00          $0.00      $0.00      $1,500.00      0.00%
   Active  E 101-45124-321 UTILITIES-PHO        $2,000.00         $599.70         $99.95      $0.00      $1,400.30     29.99%
   Active  E 101-45124-331 TRAVEL EXPEN             $0.00           $0.00          $0.00      $0.00          $0.00      0.00%
   Active  E 101-45124-339 PAY PAL/SQUA             $0.00         $269.82        $263.18      $0.00       -$269.82      0.00%
   Active  E 101-45124-340 ADVERTISING            $100.00           $0.00          $0.00      $0.00        $100.00      0.00%
   Active  E 101-45124-360 INSURANCE - P        $2,510.00           $0.00          $0.00      $0.00      $2,510.00      0.00%
   Active  E 101-45124-381 UTILITIES-ELEC       $5,500.00       $1,346.97      $1,346.97      $0.00      $4,153.03     24.49%
   Active  E 101-45124-383 UTILITIES-NATU       $5,500.00       $1,980.67      $1,665.67      $0.00      $3,519.33     36.01%
   Active  E 101-45124-384 UTILITIES-REFU         $100.00           $0.00          $0.00      $0.00        $100.00      0.00%
   Active  E 101-45124-385 UTILITIES-SEW        $4,500.00         $586.04        $430.04      $0.00      $3,913.96     13.02%
   Active  E 101-45124-400 REPAIRS AND          $5,000.00      $12,690.95      $7,478.07      $0.00     -$7,690.95    253.82%
   Active  E 101-45124-418 UNIFORMS               $850.00         $374.50        $374.50      $0.00        $475.50     44.06%
   Active  E 101-45124-429 PERMITS AND L        $1,800.00           $0.00          $0.00      $0.00      $1,800.00      0.00%
   In-Active
           E 101-45124-430 MISCELLANEO              $0.00           $5.25          $5.25      $0.00         -$5.25      0.00%
   Active  E 101-45124-501 CAPITAL OUTLA            $0.00      $18,425.92     $18,425.92      $0.00    -$18,425.92      0.00%
   Active  E 101-45124-740 TRANSFER TO              $0.00           $0.00          $0.00      $0.00          $0.00      0.00%
   Active  E 101-45200-100 SALARIES - PA            $0.00           $0.00          $0.00      $0.00          $0.00      0.00%
   Active  E 101-45200-101 SALARIES - RE       $32,090.00      $16,541.08      $2,785.11      $0.00     $15,548.92     51.55%
   Active  E 101-45200-102 SALARIES - OV        $4,000.00       $1,204.30        $171.57      $0.00      $2,795.70     30.11%
   Active  E 101-45200-121 PERA - EMPLOY        $2,710.00       $3,698.52        $220.35      $0.00       -$988.52    136.48%
   Active  E 101-45200-122 FICA - EMPLOY        $2,760.00       $1,306.41        $217.01      $0.00      $1,453.59     47.33%
   Active  E 101-45200-130 INSURANCE - M       $11,310.00       $6,565.44      $1,182.42      $0.00      $4,744.56     58.05%
   Active  E 101-45200-131 EMPLOYER H.S.            $0.00         $617.89          $0.00      $0.00       -$617.89      0.00%
   Active  E 101-45200-136 MN Paid Leave          $160.00          $38.84          $6.46      $0.00        $121.16     24.28%
   Active  E 101-45200-142 UNEMPLOYMEN              $0.00           $0.00          $0.00      $0.00          $0.00      0.00%
   Active  E 101-45200-150 INSURANCE - W        $1,170.00           $0.00          $0.00      $0.00      $1,170.00      0.00%
   Active  E 101-45200-210 OPERATING SU         $2,000.00         $954.69        $180.00      $0.00      $1,045.31     47.73%
   Active  E 101-45200-212 MOTOR FUELS,         $2,000.00         $472.93        $360.85      $0.00      $1,527.07     23.65%
   Active  E 101-45200-360 INSURANCE - P        $3,240.00           $0.00          $0.00      $0.00      $3,240.00      0.00%
   Active  E 101-45200-381 UTILITIES-ELEC       $1,300.00         $651.19         $52.41      $0.00        $648.81     50.09%
   Active  E 101-45200-383 UTILITIES-NATU       $1,000.00         $263.67         $41.60      $0.00        $736.33     26.37%
   Active  E 101-45200-385 UTILITIES-SEW          $300.00         $166.53         $53.57      $0.00        $133.47     55.51%
   Active  E 101-45200-400 REPAIRS AND          $3,000.00       $2,475.52         $59.54      $0.00        $524.48     82.52%
   Active  E 101-45200-501 CAPITAL OUTLA            $0.00      $11,745.65          $0.00      $0.00    -$11,745.65      0.00%
   In-Active
           E 101-45200-606 CAPITAL LEASE            $0.00           $0.00          $0.00      $0.00          $0.00      0.00%
   In-Active
           E 101-45200-619 CAPITAL LEASE            $0.00           $0.00          $0.00      $0.00          $0.00      0.00%
   Active  E 101-45200-740 TRANSFER TO              $0.00           $0.00          $0.00      $0.00          $0.00      0.00%
   Active  E 101-45300-314 MANAGEMENT           $2,500.00       $2,500.00      $2,500.00      $0.00          $0.00    100.00%
   Active  E 101-45300-360 INSURANCE - P        $4,710.00           $0.00          $0.00      $0.00      $4,710.00      0.00%
   Active  E 101-45300-400 REPAIRS AND            $200.00       $2,732.24      $2,732.24      $0.00     -$2,532.24   1366.12%
   Active  E 101-45300-430 MISCELLANEO              $0.00         $155.98          $0.00      $0.00       -$155.98      0.00%
   Active  E 101-45300-740 TRANSFER TO              $0.00           $0.00          $0.00      $0.00          $0.00      0.00%
   Active  E 101-45400-210 OPERATING SU             $0.00           $0.00          $0.00      $0.00          $0.00      0.00%
                    Total GENERAL FUND      $1,751,221.00     $922,858.96    $161,315.26      $0.00    $828,362.04     52.70%
CAPITAL OUTLAY
   Active  E 202-42200-740 TRANSFER TO        $80,000.00            $0.00         $0.00       $0.00     $80,000.00     0.00%
   Active  E 202-48100-501 CAPITAL OUTLA           $0.00            $0.00         $0.00       $0.00          $0.00     0.00%


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                                                    CITY OF KENYON                                              07/28/26 1:07 PM
                                                                                                                         Page 5
                                                 *Expenditure Guideline©


                                                    Current Period: JUNE 2026

                                                           2026           2026          JUNE       Enc           2026 % of YTD
                                                    YTD Budget         YTD Amt        MTD Amt   Current   YTD Balance   Budget
    Active      E 202-48100-609 LOAN PRINCIPA          $0.00           $0.00         $0.00       $0.00          $0.00     0.00%
    Active      E 202-48100-610 LOAN INTERES           $0.00           $0.00         $0.00       $0.00          $0.00     0.00%
    Active      E 202-48100-719 TRANSFER-INT           $0.00           $0.00         $0.00       $0.00          $0.00     0.00%
    Active      E 202-48100-730 TRANSFER TO            $0.00           $0.00         $0.00       $0.00          $0.00     0.00%
    Active      E 202-48200-501 CAPITAL OUTLA          $0.00           $0.00         $0.00       $0.00          $0.00     0.00%
    Active      E 202-48200-719 TRANSFER-INT           $0.00           $0.00         $0.00       $0.00          $0.00     0.00%
    Active      E 202-48300-501 CAPITAL OUTLA          $0.00       $5,139.00         $0.00       $0.00     -$5,139.00     0.00%
    Active      E 202-48300-719 TRANSFER-INT      $36,500.00           $0.00         $0.00       $0.00     $36,500.00     0.00%
    Active      E 202-48300-730 TRANSFER TO            $0.00           $0.00         $0.00       $0.00          $0.00     0.00%
    Active      E 202-48500-501 CAPITAL OUTLA          $0.00      $12,976.00         $0.00       $0.00    -$12,976.00     0.00%
                       Total CAPITAL OUTLAY      $116,500.00      $18,115.00         $0.00       $0.00     $98,385.00    15.55%
FIRE
    Active      E 203-42200-119 ADMIN FEE- FIR       $250.00           $0.00      ($155.31)      $0.00        $250.00     0.00%
    Active      E 203-42200-150 INSURANCE - W      $6,100.00           $0.00         $0.00       $0.00      $6,100.00     0.00%
    Active      E 203-42200-200 OFFICE SUPPLI        $500.00           $0.00         $0.00       $0.00        $500.00     0.00%
    Active      E 203-42200-210 OPERATING SU       $4,500.00       $2,751.76       $190.30       $0.00      $1,748.24    61.15%
    Active      E 203-42200-212 MOTOR FUELS,       $3,000.00       $1,541.97       $401.40       $0.00      $1,458.03    51.40%
    Active      E 203-42200-301 AUDITING           $3,000.00           $0.00         $0.00       $0.00      $3,000.00     0.00%
    Active      E 203-42200-305 MEDICAL            $2,600.00         $607.07         $0.00       $0.00      $1,992.93    23.35%
    Active      E 203-42200-309 COMPUTER SU          $500.00       $2,007.71       $342.46       $0.00     -$1,507.71   401.54%
    Active      E 203-42200-321 UTILITIES-PHO      $3,000.00         $909.65       $259.90       $0.00      $2,090.35    30.32%
    Active      E 203-42200-323 PAGERS/MAINT       $8,000.00         $123.62         $0.00       $0.00      $7,876.38     1.55%
    Active      E 203-42200-331 TRAVEL EXPEN         $350.00           $0.00         $0.00       $0.00        $350.00     0.00%
    Active      E 203-42200-341 FIRE DEPT PRA      $2,500.00         $771.18         $0.00       $0.00      $1,728.82    30.85%
    Active      E 203-42200-342 TRAINING FEES      $7,000.00       $5,135.00         $0.00       $0.00      $1,865.00    73.36%
    In-Active   E 203-42200-343 STATE CONVEN           $0.00           $0.00         $0.00       $0.00          $0.00     0.00%
    Active      E 203-42200-344 BANQUETS/SPE       $3,000.00           $0.00         $0.00       $0.00      $3,000.00     0.00%
    Active      E 203-42200-360 INSURANCE - P      $9,670.00         $205.00       $205.00       $0.00      $9,465.00     2.12%
    Active      E 203-42200-381 UTILITIES-ELEC     $5,000.00       $2,482.71       $355.15       $0.00      $2,517.29    49.65%
    Active      E 203-42200-383 UTILITIES-NATU     $6,000.00       $3,485.90        $65.68       $0.00      $2,514.10    58.10%
    Active      E 203-42200-384 UTILITIES-REFU       $600.00         $133.90         $0.00       $0.00        $466.10    22.32%
    Active      E 203-42200-385 UTILITIES-SEW      $1,500.00         $684.39       $114.27       $0.00        $815.61    45.63%
    Active      E 203-42200-400 REPAIRS AND       $12,000.00       $3,810.24     $1,070.02       $0.00      $8,189.76    31.75%
    Active      E 203-42200-414 OSHA/SAFETY        $8,000.00           $0.00         $0.00       $0.00      $8,000.00     0.00%
    Active      E 203-42200-418 UNIFORMS          $16,000.00           $0.00         $0.00       $0.00     $16,000.00     0.00%
    Active      E 203-42200-419 STATE AID FOR     $30,252.00           $0.00         $0.00       $0.00     $30,252.00     0.00%
    In-Active   E 203-42200-430 MISCELLANEO            $0.00           $0.00         $0.00       $0.00          $0.00     0.00%
    Active      E 203-42200-433 DUES AND SUB       $2,000.00          $30.00         $0.00       $0.00      $1,970.00     1.50%
    Active      E 203-42200-490 DONATIONS              $0.00           $0.00         $0.00       $0.00          $0.00     0.00%
    Active      E 203-42200-491 K. FIRE RELIEF    $10,000.00           $0.00         $0.00       $0.00     $10,000.00     0.00%
    Active      E 203-42200-501 CAPITAL OUTLA          $0.00           $0.00         $0.00       $0.00          $0.00     0.00%
    Active      E 203-42200-520 REPAIRS - BLD      $1,500.00           $0.00         $0.00       $0.00      $1,500.00     0.00%
    In-Active   E 203-42200-606 CAPITAL LEASE          $0.00           $0.00         $0.00       $0.00          $0.00     0.00%
    In-Active   E 203-42200-619 CAPITAL LEASE          $0.00           $0.00         $0.00       $0.00          $0.00     0.00%
    Active      E 203-42200-740 TRANSFER TO       $90,000.00           $0.00         $0.00       $0.00     $90,000.00     0.00%
    In-Active   E 203-42270-210 OPERATING SU           $0.00           $0.00         $0.00       $0.00          $0.00     0.00%
    In-Active   E 203-42270-212 MOTOR FUELS,           $0.00           $0.00         $0.00       $0.00          $0.00     0.00%
    In-Active   E 203-42270-311 CONFERENCE             $0.00           $0.00         $0.00       $0.00          $0.00     0.00%
    In-Active   E 203-42270-331 TRAVEL EXPEN           $0.00           $0.00         $0.00       $0.00          $0.00     0.00%
    In-Active   E 203-42270-360 INSURANCE - P          $0.00           $0.00         $0.00       $0.00          $0.00     0.00%
    In-Active   E 203-42270-400 REPAIRS AND            $0.00           $0.00         $0.00       $0.00          $0.00     0.00%
    In-Active   E 203-42270-416 MISC. FIRST RE         $0.00           $0.00         $0.00       $0.00          $0.00     0.00%


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                                                                                                                         Page 6
                                               *Expenditure Guideline©


                                                  Current Period: JUNE 2026

                                                         2026            2026           JUNE       Enc           2026 % of YTD
                                                  YTD Budget          YTD Amt         MTD Amt   Current   YTD Balance   Budget
   In-Active   E 203-42270-433 DUES AND SUB          $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   In-Active   E 203-42270-740 TRANSFER TO           $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
                                  Total FIRE   $236,822.00       $24,680.10      $2,848.87       $0.00    $212,141.90    10.42%
LIBRARY
   Active  E 204-45500-100 SALARIES - PA        $45,160.00       $22,145.17      $3,099.57       $0.00     $23,014.83    49.04%
   Active  E 204-45500-101 SALARIES - RE        $65,380.00       $30,595.32      $5,106.11       $0.00     $34,784.68    46.80%
   Active  E 204-45500-102 SALARIES - OV             $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active  E 204-45500-121 PERA - EMPLOY         $8,290.00        $3,729.10        $615.43       $0.00      $4,560.90    44.98%
   Active  E 204-45500-122 FICA - EMPLOY         $8,460.00        $3,687.49        $603.91       $0.00      $4,772.51    43.59%
   Active  E 204-45500-130 INSURANCE - M        $33,550.00       $19,063.96      $3,415.56       $0.00     $14,486.04    56.82%
   Active  E 204-45500-131 EMPLOYER H.S.         $5,000.00        $2,269.50          $0.00       $0.00      $2,730.50    45.39%
   Active  E 204-45500-136 MN Paid Leave           $490.00          $110.01         $18.05       $0.00        $379.99    22.45%
   Active  E 204-45500-142 UNEMPLOYMEN               $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active  E 204-45500-150 INSURANCE - W           $270.00            $0.00          $0.00       $0.00        $270.00     0.00%
   Active  E 204-45500-210 OPERATING SU          $2,000.00        $1,550.20        $302.84       $0.00        $449.80    77.51%
   Active  E 204-45500-300 AUTOMATION            $6,500.00        $3,335.61        $357.92       $0.00      $3,164.39    51.32%
   Active  E 204-45500-311 CONFERENCE              $150.00            $0.00          $0.00       $0.00        $150.00     0.00%
   Active  E 204-45500-321 UTILITIES-PHO         $1,000.00            $0.00          $0.00       $0.00      $1,000.00     0.00%
   Active  E 204-45500-331 TRAVEL EXPEN            $300.00          $173.29         $87.00       $0.00        $126.71    57.76%
   Active  E 204-45500-340 ADVERTISING              $50.00            $0.00          $0.00       $0.00         $50.00     0.00%
   Active  E 204-45500-360 INSURANCE - P         $3,330.00            $0.00          $0.00       $0.00      $3,330.00     0.00%
   Active  E 204-45500-381 UTILITIES-ELEC        $3,400.00        $1,048.03        $205.88       $0.00      $2,351.97    30.82%
   Active  E 204-45500-383 UTILITIES-NATU        $1,400.00          $652.82         $30.50       $0.00        $747.18    46.63%
   Active  E 204-45500-385 UTILITIES-SEW         $1,100.00          $422.42         $86.82       $0.00        $677.58    38.40%
   Active  E 204-45500-400 REPAIRS AND             $250.00            $0.00          $0.00       $0.00        $250.00     0.00%
   Active  E 204-45500-410 LEASE                   $850.00          $366.50         $30.77       $0.00        $483.50    43.12%
   Active  E 204-45500-430 MISCELLANEO              $50.00            $0.00          $0.00       $0.00         $50.00     0.00%
   Active  E 204-45500-432 BAD DEBT EXP              $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active  E 204-45500-433 DUES AND SUB            $400.00          $132.23          $0.00       $0.00        $267.77    33.06%
   Active  E 204-45500-490 DONATIONS                 $0.00          $425.00          $0.00       $0.00       -$425.00     0.00%
   Active  E 204-45500-501 CAPITAL OUTLA             $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active  E 204-45500-570 OFFICE EQUIP          $1,200.00        $1,400.65          $0.00       $0.00       -$200.65   116.72%
   Active  E 204-45500-590 BOOKS                $22,500.00       $12,511.03      $1,345.47       $0.00      $9,988.97    55.60%
   Active  E 204-45500-740 TRANSFER TO               $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
                          Total LIBRARY        $211,080.00      $103,618.33     $15,305.83       $0.00    $107,461.67    49.09%
ECONOMIC DEVELOPMENT AUTHORITY
   Active  E 205-46200-444 DEED GRANT F              $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active  E 205-46500-107 EDA BOARD ME            $650.00            $0.00          $0.00       $0.00        $650.00     0.00%
   Active  E 205-46500-265 PROPERTY TAX              $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active  E 205-46500-303 ENGINEERING               $0.00          $892.50        $735.00       $0.00       -$892.50     0.00%
   Active  E 205-46500-304 LEGAL                 $6,000.00       $14,112.13      $3,825.00       $0.00     -$8,112.13   235.20%
   Active  E 205-46500-307 CONTRACT SE          $55,750.00       $27,526.50     $13,763.25       $0.00     $28,223.50    49.37%
   Active  E 205-46500-331 TRAVEL EXPEN              $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active  E 205-46500-340 ADVERTISING           $1,500.00            $0.00          $0.00       $0.00      $1,500.00     0.00%
   Active  E 205-46500-344 BANQUETS/SPE            $600.00          $300.00          $0.00       $0.00        $300.00    50.00%
   Active  E 205-46500-360 INSURANCE - P           $110.00            $0.00          $0.00       $0.00        $110.00     0.00%
   Active  E 205-46500-385 UTILITIES-SEW           $100.00           $78.00         $13.00       $0.00         $22.00    78.00%
   Active  E 205-46500-400 REPAIRS AND             $250.00            $0.00          $0.00       $0.00        $250.00     0.00%
   Active  E 205-46500-430 MISCELLANEO               $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active  E 205-46500-433 DUES AND SUB              $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active  E 205-46500-480 FAÇADE IMPRO         $20,000.00        $8,000.00      $8,000.00       $0.00     $12,000.00    40.00%
   Active  E 205-46500-501 CAPITAL OUTLA             $0.00            $0.00          $0.00       $0.00          $0.00     0.00%


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                                                                                                                        Page 7
                                               *Expenditure Guideline©


                                                  Current Period: JUNE 2026

                                                         2026            2026          JUNE       Enc           2026 % of YTD
                                                  YTD Budget          YTD Amt        MTD Amt   Current   YTD Balance   Budget
    Active     E 205-46500-510 LAND PURCHA           $0.00            $0.00          $0.00      $0.00          $0.00     0.00%
    Active     E 205-46500-609 LOAN PRINCIPA    $11,147.00            $0.00          $0.00      $0.00     $11,147.00     0.00%
    Active     E 205-46500-610 LOAN INTERES        $279.00          $279.00          $0.00      $0.00          $0.00   100.00%
Total ECONOMIC DEVELOPMENT AUTHORITY            $96,386.00       $51,188.13     $26,336.25      $0.00     $45,197.87    53.11%
POLICE FORFEITURES
    Active     E 210-00000-740 TRANSFER TO           $0.00            $0.00         $0.00       $0.00         $0.00      0.00%
                  Total POLICE FORFEITURES           $0.00            $0.00         $0.00       $0.00         $0.00      0.00%
SPECIAL PURPOSE DONATIONS
    Active     E 230-41000-430 MISCELLANEO           $0.00            $0.00         $0.00       $0.00          $0.00     0.00%
    Active     E 230-42000-430 MISCELLANEO           $0.00        $4,145.70         $0.00       $0.00     -$4,145.70     0.00%
    Active     E 230-45000-346 ROSE FEST             $0.00        $3,212.75       $168.75       $0.00     -$3,212.75     0.00%
    Active     E 230-45000-430 MISCELLANEO           $0.00          $379.39       $199.91       $0.00       -$379.39     0.00%
    Active     E 230-45500-430 MISCELLANEO           $0.00            $0.00         $0.00       $0.00          $0.00     0.00%
       Total SPECIAL PURPOSE DONATIONS               $0.00        $7,737.84       $368.66       $0.00     -$7,737.84     0.00%
COVID CARES ACT FUNDS
    Active     E 240-00000-430 MISCELLANEO           $0.00            $0.00         $0.00       $0.00         $0.00      0.00%
             Total COVID CARES ACT FUNDS             $0.00            $0.00         $0.00       $0.00         $0.00      0.00%
2012 G.O. IMP. BONDS-STREETS
    Active     E 301-47000-725 TRANSFER TO           $0.00            $0.00         $0.00       $0.00         $0.00      0.00%
    Active     E 301-47000-740 TRANSFER TO           $0.00            $0.00         $0.00       $0.00         $0.00      0.00%
       Total 2012 G.O. IMP. BONDS-STREETS            $0.00            $0.00         $0.00       $0.00         $0.00      0.00%
2016 FIRST STREET IMPROVEMENTS
    Active     E 303-47000-303 ENGINEERING           $0.00            $0.00         $0.00       $0.00          $0.00     0.00%
    Active     E 303-47000-608 BOND PRINCIP     $19,350.00       $19,350.00         $0.00       $0.00          $0.00   100.00%
    Active     E 303-47000-614 BOND INTERES      $7,111.13        $3,470.91         $0.00       $0.00      $3,640.22    48.81%
    Active     E 303-47000-620 FISCAL AGENT          $0.00          $495.00         $0.00       $0.00       -$495.00     0.00%
   Total 2016 FIRST STREET IMPROVEMENTS         $26,461.13       $23,315.91         $0.00       $0.00      $3,145.22    88.11%
2007 G.O. REFUNDING BONDS
    Active     E 307-41940-725 TRANSFER TO           $0.00            $0.00         $0.00       $0.00         $0.00      0.00%
          Total 2007 G.O. REFUNDING BONDS            $0.00            $0.00         $0.00       $0.00         $0.00      0.00%
2020A GO BOND (RW, BUS PK, 2ND
    Active     E 310-47000-604 BOND PRINCIP    $111,723.00      $111,722.39         $0.00       $0.00          $0.61   100.00%
    Active     E 310-47000-615 BOND INTERES     $43,176.00       $22,425.46         $0.00       $0.00     $20,750.54    51.94%
    Active     E 310-47000-620 FISCAL AGENT          $0.00            $0.00         $0.00       $0.00          $0.00     0.00%
    Active     E 310-47000-622 BOND ISSUANC          $0.00            $0.00         $0.00       $0.00          $0.00     0.00%
     Total 2020A GO BOND (RW, BUS PK, 2ND      $154,899.00      $134,147.85         $0.00       $0.00     $20,751.15    86.60%
2016B GO USDA BOND FIRE HALL
    Active     E 320-47100-620 FISCAL AGENT          $0.00            $0.00         $0.00       $0.00          $0.00     0.00%
    Active     E 320-47100-624 BOND PRIN-201    $38,629.50            $0.00         $0.00       $0.00     $38,629.50     0.00%
    Active     E 320-47100-625 BOND INT-2016    $57,051.75            $0.00         $0.00       $0.00     $57,051.75     0.00%
    Active     E 320-47100-719 TRANSFER-INT          $0.00            $0.00         $0.00       $0.00          $0.00     0.00%
     Total 2016B GO USDA BOND FIRE HALL         $95,681.25            $0.00         $0.00       $0.00     $95,681.25     0.00%
2016B USDA NOTE FIRE HALL
    Active     E 321-47200-620 FISCAL AGENT          $0.00            $0.00         $0.00       $0.00          $0.00     0.00%
    Active     E 321-47200-626 BOND PRIN-201     $7,809.00            $0.00         $0.00       $0.00      $7,809.00     0.00%
    Active     E 321-47200-627 BOND INT-2016    $11,533.00            $0.00         $0.00       $0.00     $11,533.00     0.00%
         Total 2016B USDA NOTE FIRE HALL        $19,342.00            $0.00         $0.00       $0.00     $19,342.00     0.00%
2023A G.O. Bond
    Active     E 323-47300-601 BOND PRINCIP     $47,040.00       $29,767.70         $0.00       $0.00     $17,272.30    63.28%
    Active     E 323-47300-611 BOND INTERES      $9,721.00       $12,396.52         $0.00       $0.00     -$2,675.52   127.52%
    Active     E 323-47300-620 FISCAL AGENT          $0.00            $0.00         $0.00       $0.00          $0.00     0.00%


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                                                                                                                           Page 8
                                                  *Expenditure Guideline©


                                                     Current Period: JUNE 2026

                                                            2026            2026          JUNE       Enc           2026 % of YTD
                                                     YTD Budget          YTD Amt        MTD Amt   Current   YTD Balance   Budget
   Active     E 323-47300-622 BOND ISSUANC              $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
                       Total 2023A G.O. Bond       $56,761.00      $42,164.22          $0.00       $0.00     $14,596.78    74.28%
2025 Street Projects
    In-Active E 325-47000-501 CAPITAL OUTLA             $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
    Active    E 325-47000-601 BOND PRINCIP              $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
    Active    E 325-47000-611 BOND INTERES         $57,987.92           $0.00          $0.00       $0.00     $57,987.92     0.00%
    Active    E 325-47000-620 FISCAL AGENT              $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
    Active    E 325-47000-622 BOND ISSUANC              $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
                     Total 2025 Street Projects    $57,987.92           $0.00          $0.00       $0.00     $57,987.92     0.00%
2020 FREIGHTLINER 114SD
    Active    E 331-47000-501 CAPITAL OUTLA             $0.00           $0.00           $0.00      $0.00          $0.00     0.00%
    Active    E 331-47000-606 CAPITAL LEASE        $35,651.00      $35,651.45      $17,969.39      $0.00         -$0.45   100.00%
    Active    E 331-47000-619 CAPITAL LEASE           $871.00         $871.33         $292.00      $0.00         -$0.33   100.04%
             Total 2020 FREIGHTLINER 114SD         $36,522.00      $36,522.78      $18,261.39      $0.00         -$0.78   100.00%
2019 FORD F150 LEASE
    Active    E 336-47000-606 CAPITAL LEASE            $0.00            $0.00          $0.00       $0.00         $0.00      0.00%
    Active    E 336-47000-619 CAPITAL LEASE            $0.00            $0.00          $0.00       $0.00         $0.00      0.00%
                Total 2019 FORD F150 LEASE             $0.00            $0.00          $0.00       $0.00         $0.00      0.00%
2004 SUNSET HOME TAX INCREMENT
    Active    E 402-48116-440 TAX INCREMEN             $0.00            $0.00          $0.00       $0.00         $0.00      0.00%
    Active    E 402-48116-800 REIMBURSEME              $0.00            $0.00          $0.00       $0.00         $0.00      0.00%
  Total 2004 SUNSET HOME TAX INCREMENT                 $0.00            $0.00          $0.00       $0.00         $0.00      0.00%
2023 Street Overlay Proj
    Active    E 405-43100-501 CAPITAL OUTLA            $0.00       -$16,819.00         $0.00       $0.00     $16,819.00     0.00%
    Active    E 405-47300-622 BOND ISSUANC             $0.00             $0.00         $0.00       $0.00          $0.00     0.00%
                Total 2023 Street Overlay Proj         $0.00       -$16,819.00         $0.00       $0.00     $16,819.00     0.00%
2025 Street Project
    Active    E 425-43100-430 MISCELLANEO              $0.00            $0.00           $0.00      $0.00          $0.00     0.00%
    Active    E 425-43100-500 CAPITAL OUTLA            $0.00            $0.00           $0.00      $0.00          $0.00     0.00%
    Active    E 425-43100-501 CAPITAL OUTLA            $0.00       $92,761.86      $57,614.50      $0.00    -$92,761.86     0.00%
    Active    E 425-47000-620 FISCAL AGENT             $0.00          $550.00           $0.00      $0.00       -$550.00     0.00%
    Active    E 425-47000-622 BOND ISSUANC             $0.00            $0.00           $0.00      $0.00          $0.00     0.00%
                      Total 2025 Street Project        $0.00       $93,311.86      $57,614.50      $0.00    -$93,311.86     0.00%
WATER
    Active    E 601-47000-602 DISCOUNT AMO              $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
    Active    E 601-49400-101 SALARIES - RE             $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
    Active    E 601-49400-102 SALARIES - OV             $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
    Active    E 601-49400-121 PERA - EMPLOY             $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
    Active    E 601-49400-122 FICA - EMPLOY             $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
    Active    E 601-49400-129 Pension Expense           $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
    Active    E 601-49400-136 MN Paid Leave             $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
    Active    E 601-49400-216 CHEMICALS             $4,000.00         $356.78         $20.00       $0.00      $3,643.22     8.92%
    Active    E 601-49400-220 REPAIR & MAIN         $5,000.00         $120.95          $0.00       $0.00      $4,879.05     2.42%
    Active    E 601-49400-380 UTILITIES-PUM        $16,000.00         $807.40         $56.44       $0.00     $15,192.60     5.05%
    Active    E 601-49400-420 DEPRECIATION          $5,650.00       $2,598.06        $433.01       $0.00      $3,051.94    45.98%
    Active    E 601-49400-430 MISCELLANEO               $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
    Active    E 601-49420-112 SALARIES - AD             $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
    Active    E 601-49420-121 PERA - EMPLOY             $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
    Active    E 601-49420-122 FICA - EMPLOY             $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
    Active    E 601-49420-505 GIS Operation an      $1,500.00         $242.20          $0.00       $0.00      $1,257.80    16.15%
    Active    E 601-49430-101 SALARIES - RE             $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
    Active    E 601-49430-102 SALARIES - OV             $0.00           $0.00          $0.00       $0.00          $0.00     0.00%

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                                                                                                                  Page 9
                                          *Expenditure Guideline©


                                             Current Period: JUNE 2026

                                                    2026           2026          JUNE       Enc           2026 % of YTD
                                             YTD Budget         YTD Amt        MTD Amt   Current   YTD Balance   Budget
Active   E 601-49430-121 PERA - EMPLOY          $0.00           $0.00         $0.00       $0.00          $0.00     0.00%
Active   E 601-49430-122 FICA - EMPLOY          $0.00           $0.00         $0.00       $0.00          $0.00     0.00%
Active   E 601-49430-212 MOTOR FUELS,         $100.00           $0.00         $0.00       $0.00        $100.00     0.00%
Active   E 601-49430-220 REPAIR & MAIN      $1,000.00           $0.00         $0.00       $0.00      $1,000.00     0.00%
Active   E 601-49430-228 DISTRIB EXPEN      $3,000.00       $8,262.83         $0.00       $0.00     -$5,262.83   275.43%
Active   E 601-49430-229 CONTR. STREE       $5,000.00         $493.47         $0.00       $0.00      $4,506.53     9.87%
Active   E 601-49430-230 WATER TESTIN         $700.00         $454.85        $50.46       $0.00        $245.15    64.98%
Active   E 601-49430-231 STATE METER        $9,000.00       $6,590.00     $3,295.00       $0.00      $2,410.00    73.22%
Active   E 601-49430-382 UTILITIES-PUM      $1,800.00           $0.00         $0.00       $0.00      $1,800.00     0.00%
Active   E 601-49430-385 UTILITIES-SEW        $500.00           $0.00         $0.00       $0.00        $500.00     0.00%
Active   E 601-49430-414 OSHA/SAFETY          $170.00           $0.00         $0.00       $0.00        $170.00     0.00%
Active   E 601-49430-420 DEPRECIATION     $108,495.00      $54,075.72     $9,012.62       $0.00     $54,419.28    49.84%
Active   E 601-49430-439 GOPHER STAT          $200.00          $77.23         $0.00       $0.00        $122.77    38.62%
Active   E 601-49440-100 SALARIES - PA          $0.00           $0.00         $0.00       $0.00          $0.00     0.00%
Active   E 601-49440-101 SALARIES - RE    $107,450.00      $52,424.84     $8,676.87       $0.00     $55,025.16    48.79%
Active   E 601-49440-102 SALARIES - OV     $35,000.00       $9,128.64     $1,316.88       $0.00     $25,871.36    26.08%
Active   E 601-49440-112 SALARIES - AD     $15,020.00       $7,331.62     $1,477.80       $0.00      $7,688.38    48.81%
Active   E 601-49440-115 SALARIES - CO          $0.00           $0.00         $0.00       $0.00          $0.00     0.00%
Active   E 601-49440-121 PERA - EMPLOY     $11,810.00       $5,113.95       $859.16       $0.00      $6,696.05    43.30%
Active   E 601-49440-122 FICA - EMPLOY     $12,050.00       $5,024.41       $842.84       $0.00      $7,025.59    41.70%
Active   E 601-49440-130 INSURANCE - M     $54,420.00      $13,819.73     $2,318.22       $0.00     $40,600.27    25.39%
Active   E 601-49440-131 EMPLOYER H.S.      $5,000.00       $3,232.51         $0.00       $0.00      $1,767.49    64.65%
Active   E 601-49440-136 MN Paid Leave        $690.00         $149.95        $25.18       $0.00        $540.05    21.73%
Active   E 601-49440-142 UNEMPLOYMEN            $0.00           $0.00         $0.00       $0.00          $0.00     0.00%
Active   E 601-49440-150 INSURANCE - W      $2,240.00           $0.00         $0.00       $0.00      $2,240.00     0.00%
Active   E 601-49440-200 OFFICE SUPPLI        $100.00           $0.00         $0.00       $0.00        $100.00     0.00%
Active   E 601-49440-201 MAINT CONT/S       $1,500.00       $1,270.72         $0.00       $0.00        $229.28    84.71%
Active   E 601-49440-202 BILLING SUPPLI       $200.00           $0.00         $0.00       $0.00        $200.00     0.00%
Active   E 601-49440-203 CUSTOMER NO            $0.00           $0.00         $0.00       $0.00          $0.00     0.00%
Active   E 601-49440-209 TRUCK REPAIR         $600.00           $0.00         $0.00       $0.00        $600.00     0.00%
Active   E 601-49440-210 OPERATING SU         $100.00         $102.61        $33.75       $0.00         -$2.61   102.61%
Active   E 601-49440-301 AUDITING           $4,000.00       $1,875.00         $0.00       $0.00      $2,125.00    46.88%
Active   E 601-49440-302 SAFETY CLASS/      $1,500.00         $719.11       $243.45       $0.00        $780.89    47.94%
Active   E 601-49440-303 ENGINEERING            $0.00           $0.00         $0.00       $0.00          $0.00     0.00%
Active   E 601-49440-307 CONTRACT SE       $19,215.00           $0.00         $0.00       $0.00     $19,215.00     0.00%
Active   E 601-49440-311 CONFERENCE         $5,000.00           $0.00         $0.00       $0.00      $5,000.00     0.00%
Active   E 601-49440-321 UTILITIES-PHO        $750.00         $438.22        $71.69       $0.00        $311.78    58.43%
Active   E 601-49440-322 POSTAGE/MAILI      $2,000.00       $1,245.23       $231.82       $0.00        $754.77    62.26%
Active   E 601-49440-324 OUTSIDE SERVI      $5,000.00       $7,591.00       $724.17       $0.00     -$2,591.00   151.82%
Active   E 601-49440-331 TRAVEL EXPEN         $250.00           $0.00         $0.00       $0.00        $250.00     0.00%
Active   E 601-49440-360 INSURANCE - P      $3,620.00           $0.00         $0.00       $0.00      $3,620.00     0.00%
Active   E 601-49440-420 DEPRECIATION           $0.00           $0.00         $0.00       $0.00          $0.00     0.00%
Active   E 601-49440-430 MISCELLANEO            $0.00          $20.25         $0.00       $0.00        -$20.25     0.00%
Active   E 601-49440-432 BAD DEBT EXP           $0.00           $0.00         $0.00       $0.00          $0.00     0.00%
Active   E 601-49440-433 DUES AND SUB       $2,000.00         $777.49         $0.00       $0.00      $1,222.51    38.87%
Active   E 601-49440-434 REG.COMPL. LI        $600.00           $0.00         $0.00       $0.00        $600.00     0.00%
Active   E 601-49440-719 TRANSFER-INT           $0.00           $0.00         $0.00       $0.00          $0.00     0.00%
Active   E 601-49440-726 SHARED FAC &      $16,500.00      $16,500.00         $0.00       $0.00          $0.00   100.00%
Active   E 601-49500-603 BOND PRINCIP      $13,351.00       $8,141.59         $0.00       $0.00      $5,209.41    60.98%
Active   E 601-49500-604 BOND PRINCIP      $59,067.17      $58,644.37         $0.00       $0.00        $422.80    99.28%
Active   E 601-49500-608 BOND PRINCIP         $976.50         $930.00         $0.00       $0.00         $46.50    95.24%
Active   E 601-49500-611 BOND INTERES      $45,723.33           $0.00         $0.00       $0.00     $45,723.33     0.00%


                                                           38
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                                                   CITY OF KENYON                                                07/28/26 1:07 PM
                                                                                                                         Page 10
                                                *Expenditure Guideline©


                                                   Current Period: JUNE 2026

                                                          2026            2026           JUNE       Enc           2026 % of YTD
                                                   YTD Budget          YTD Amt         MTD Amt   Current   YTD Balance   Budget
   Active    E 601-49500-614 BOND INTERES           $341.78          $166.82          $0.00       $0.00        $174.96    48.81%
   Active    E 601-49500-615 BOND INTERES        $22,827.00       $11,769.15          $0.00       $0.00     $11,057.85    51.56%
   Active    E 601-49500-616 BOND INTERES         $2,688.00        $3,391.32          $0.00       $0.00       -$703.32   126.17%
   Active    E 601-49500-617 BOND INTERES             $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active    E 601-49500-620 FISCAL AGENT             $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active    E 601-49500-622 BOND ISSUANC             $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active    E 601-49500-719 TRANSFER-INT             $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active    E 601-49500-741 CAPITAL OUTLA      $100,000.00            $0.00          $0.00       $0.00    $100,000.00     0.00%
                              Total WATER       $713,704.78      $283,888.02     $29,689.36       $0.00    $429,816.76    39.78%
SANITARY SEWER
   Active    E 602-43256-101 SALARIES - RE       $67,200.00       $35,805.11      $5,569.09       $0.00     $31,394.89    53.28%
   Active    E 602-43256-102 SALARIES - OV       $25,000.00        $2,660.75        $492.45       $0.00     $22,339.25    10.64%
   Active    E 602-43256-121 PERA - EMPLOY        $6,920.00        $2,739.32        $452.49       $0.00      $4,180.68    39.59%
   Active    E 602-43256-122 FICA - EMPLOY        $7,050.00        $2,706.70        $440.31       $0.00      $4,343.30    38.39%
   Active    E 602-43256-129 Pension Expense          $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active    E 602-43256-130 INSURANCE - M       $22,460.00       $12,141.04      $2,161.05       $0.00     $10,318.96    54.06%
   Active    E 602-43256-131 EMPLOYER H.S.        $3,200.00        $1,281.28          $0.00       $0.00      $1,918.72    40.04%
   Active    E 602-43256-136 MN Paid Leave          $410.00           $80.37         $13.26       $0.00        $329.63    19.60%
   Active    E 602-43256-142 UNEMPLOYMEN              $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active    E 602-43256-150 INSURANCE - W        $1,270.00            $0.00          $0.00       $0.00      $1,270.00     0.00%
   Active    E 602-43256-210 OPERATING SU        $16,000.00        $9,057.34      $2,101.40       $0.00      $6,942.66    56.61%
   Active    E 602-43256-212 MOTOR FUELS,         $3,000.00            $0.00          $0.00       $0.00      $3,000.00     0.00%
   Active    E 602-43256-216 CHEMICALS            $9,000.00        $6,102.67      $2,051.50       $0.00      $2,897.33    67.81%
   Active    E 602-43256-265 PROPERTY TAX         $1,800.00        $1,716.00          $0.00       $0.00         $84.00    95.33%
   Active    E 602-43256-307 CONTRACT SE         $19,215.00            $0.00          $0.00       $0.00     $19,215.00     0.00%
   Active    E 602-43256-309 COMPUTER SU              $0.00          $669.18        $114.14       $0.00       -$669.18     0.00%
   Active    E 602-43256-311 CONFERENCE             $500.00            $0.00          $0.00       $0.00        $500.00     0.00%
   Active    E 602-43256-321 UTILITIES-PHO        $2,000.00        $1,075.36        $182.53       $0.00        $924.64    53.77%
   Active    E 602-43256-331 TRAVEL EXPEN           $700.00            $0.00          $0.00       $0.00        $700.00     0.00%
   Active    E 602-43256-360 INSURANCE - P       $10,160.00            $0.00          $0.00       $0.00     $10,160.00     0.00%
   Active    E 602-43256-381 UTILITIES-ELEC      $45,000.00       $16,817.88      $5,742.32       $0.00     $28,182.12    37.37%
   Active    E 602-43256-383 UTILITIES-NATU       $8,500.00        $3,716.31        $155.81       $0.00      $4,783.69    43.72%
   Active    E 602-43256-384 UTILITIES-REFU         $800.00          $306.75          $0.00       $0.00        $493.25    38.34%
   Active    E 602-43256-385 UTILITIES-SEW       $24,000.00       $11,707.76      $2,509.83       $0.00     $12,292.24    48.78%
   Active    E 602-43256-400 REPAIRS AND         $25,000.00        $4,613.36      $1,155.82       $0.00     $20,386.64    18.45%
   Active    E 602-43256-414 OSHA/SAFETY            $500.00            $0.00          $0.00       $0.00        $500.00     0.00%
   Active    E 602-43256-418 UNIFORMS               $400.00          $223.51         $42.55       $0.00        $176.49    55.88%
   Active    E 602-43256-420 DEPRECIATION       $169,052.00      $101,334.90     $16,889.15       $0.00     $67,717.10    59.94%
   Active    E 602-43256-429 PERMITS AND L        $1,600.00          $147.00         $23.00       $0.00      $1,453.00     9.19%
   Active    E 602-43256-430 MISCELLANEO              $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   In-Active E 602-43256-432 BAD DEBT EXP             $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active    E 602-43256-501 CAPITAL OUTLA            $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active    E 602-43256-505 GIS Operation an     $3,000.00        $3,832.50      $1,627.50       $0.00       -$832.50   127.75%
   Active    E 602-43256-603 BOND PRINCIP       $117,322.80       $77,090.71          $0.00       $0.00     $40,232.09    65.71%
   Active    E 602-43256-604 BOND PRINCIP        $48,862.32       $47,918.00          $0.00       $0.00        $944.32    98.07%
   Active    E 602-43256-605 LOAN PRINCIPA       $99,750.00            $0.00          $0.00       $0.00     $99,750.00     0.00%
   Active    E 602-43256-606 CAPITAL LEASE            $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active    E 602-43256-607 LOAN PRINCIPA            $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active    E 602-43256-608 BOND PRINCIP         $8,883.00        $8,460.00          $0.00       $0.00        $423.00    95.24%
   Active    E 602-43256-611 BOND INTERES        $24,505.00            $0.00          $0.00       $0.00     $24,505.00     0.00%
   Active    E 602-43256-612 LOAN INTERES         $7,880.00        $3,940.00          $0.00       $0.00      $3,940.00    50.00%
   Active    E 602-43256-614 BOND INTERES         $3,109.05        $1,517.51          $0.00       $0.00      $1,591.54    48.81%


                                                                 39
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                                                 CITY OF KENYON                                                07/28/26 1:07 PM
                                                                                                                       Page 11
                                              *Expenditure Guideline©


                                                 Current Period: JUNE 2026

                                                        2026            2026           JUNE       Enc           2026 % of YTD
                                                 YTD Budget          YTD Amt         MTD Amt   Current   YTD Balance   Budget
   Active   E 602-43256-615 BOND INTERES       $18,883.25        $9,620.55          $0.00       $0.00      $9,262.70    50.95%
   Active   E 602-43256-616 BOND INTERES       $26,690.00       $32,112.16          $0.00       $0.00     -$5,422.16   120.32%
   Active   E 602-43256-617 BOND INTERES            $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 602-43256-619 CAPITAL LEASE           $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 602-43256-622 BOND ISSUANC            $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 602-47000-602 DISCOUNT AMO            $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 602-47000-620 FISCAL AGENT            $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 602-47300-601 BOND PRINCIP            $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 602-47300-611 BOND INTERES            $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
                   Total SANITARY SEWER       $829,622.42      $399,394.02     $41,724.20       $0.00    $430,228.40    48.14%
ELECTRIC
   Active   E 603-49400-142 UNEMPLOYMEN             $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 603-49420-433 DUES AND SUB            $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 603-49550-634 PURCHASED P       $850,000.00      $310,846.62     $56,287.27       $0.00    $539,153.38    36.57%
   Active   E 603-49550-651 CAPX INVESTM            $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 603-49550-656 TRANSMISSION      $300,000.00      $133,744.67     $28,126.02       $0.00    $166,255.33    44.58%
   Active   E 603-49550-665 CAPACITY CRE            $0.00      -$20,417.60     ($5,209.75)      $0.00     $20,417.60     0.00%
   Active   E 603-49550-677 ADMIN FEES - E          $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 603-49551-114 SALARIES - PO           $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 603-49551-121 PERA - EMPLOY           $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 603-49551-122 FICA - EMPLOY           $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 603-49551-226 MAINT OF GEN       $42,000.00       $78,124.48     $75,304.71       $0.00    -$36,124.48   186.01%
   Active   E 603-49551-329 RTU/DATA TRA        $6,560.00        $5,205.72        $911.54       $0.00      $1,354.28    79.36%
   Active   E 603-49551-379 UTILITIES-ELEC     $16,890.00       $19,806.35      $3,176.24       $0.00     -$2,916.35   117.27%
   Active   E 603-49551-425 DEPRECIATION       $45,000.00       $27,500.88      $4,583.48       $0.00     $17,499.12    61.11%
   Active   E 603-49551-539 FUEL OIL USED       $7,400.00            $0.00          $0.00       $0.00      $7,400.00     0.00%
   Active   E 603-49560-101 SALARIES - RE           $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 603-49560-102 SALARIES - OV           $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 603-49560-121 PERA - EMPLOY           $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 603-49560-122 FICA - EMPLOY           $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 603-49560-129 Pension Expense         $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 603-49560-160 PERA PENSION            $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 603-49560-210 OPERATING SU        $4,000.00          $359.45        $109.59       $0.00      $3,640.55     8.99%
   Active   E 603-49560-223 BUILDING REPA           $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 603-49560-240 SMALL TOOLS           $500.00           $36.98          $0.00       $0.00        $463.02     7.40%
   Active   E 603-49560-383 UTILITIES-NATU      $1,800.00          $987.72         $21.49       $0.00        $812.28    54.87%
   Active   E 603-49560-420 DEPRECIATION        $7,012.00        $5,459.70        $909.95       $0.00      $1,552.30    77.86%
   Active   E 603-49570-101 SALARIES - RE           $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 603-49570-102 SALARIES - OV           $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 603-49570-118 SALARIES - TRA          $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 603-49570-121 PERA - EMPLOY           $0.00           $95.18          $0.00       $0.00        -$95.18     0.00%
   Active   E 603-49570-122 FICA - EMPLOY           $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 603-49570-130 INSURANCE - M           $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 603-49570-131 EMPLOYER H.S.           $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 603-49570-142 UNEMPLOYMEN             $0.00            $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 603-49570-209 TRUCK REPAIR        $5,000.00        $5,630.10          $0.00       $0.00       -$630.10   112.60%
   Active   E 603-49570-212 MOTOR FUELS,        $8,000.00        $2,827.73      $1,063.72       $0.00      $5,172.27    35.35%
   Active   E 603-49570-220 REPAIR & MAIN      $15,000.00          $403.07         $12.13       $0.00     $14,596.93     2.69%
   Active   E 603-49570-228 DISTRIB EXPEN      $15,000.00        $1,561.64        $685.99       $0.00     $13,438.36    10.41%
   Active   E 603-49570-378 UTILITIES-WAT         $500.00            $0.00          $0.00       $0.00        $500.00     0.00%
   Active   E 603-49570-379 UTILITIES-ELEC      $1,000.00            $0.00          $0.00       $0.00      $1,000.00     0.00%
   Active   E 603-49570-383 UTILITIES-NATU      $1,000.00          $751.97         $23.86       $0.00        $248.03    75.20%


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                                             CITY OF KENYON                                                 07/28/26 1:07 PM
                                                                                                                    Page 12
                                          *Expenditure Guideline©


                                             Current Period: JUNE 2026

                                                    2026            2026           JUNE       Enc            2026 % of YTD
                                             YTD Budget          YTD Amt         MTD Amt   Current   YTD Balance    Budget
Active   E 603-49570-385 UTILITIES-SEW        $900.00            $0.00          $0.00       $0.00         $900.00     0.00%
Active   E 603-49570-389 STREET LIGHT       $8,000.00          $820.75        $820.75       $0.00       $7,179.25    10.26%
Active   E 603-49570-402 REPAIRS & EXP     $25,000.00          $251.20        $251.20       $0.00      $24,748.80     1.00%
Active   E 603-49570-414 OSHA/SAFETY       $12,000.00        $1,470.69        $262.92       $0.00      $10,529.31    12.26%
Active   E 603-49570-420 DEPRECIATION      $52,000.00       $20,649.15      $3,394.80       $0.00      $31,350.85    39.71%
Active   E 603-49570-439 GOPHER STAT        $1,000.00          $107.77         $62.10       $0.00         $892.23    10.78%
Active   E 603-49570-490 DONATIONS          $2,000.00        $1,000.00          $0.00       $0.00       $1,000.00    50.00%
Active   E 603-49580-101 SALARIES - RE          $0.00            $0.00          $0.00       $0.00           $0.00     0.00%
Active   E 603-49580-102 SALARIES - OV          $0.00            $0.00          $0.00       $0.00           $0.00     0.00%
Active   E 603-49580-112 SALARIES - AD          $0.00            $0.00          $0.00       $0.00           $0.00     0.00%
Active   E 603-49580-113 SALARIES - ME          $0.00            $0.00          $0.00       $0.00           $0.00     0.00%
Active   E 603-49580-121 PERA - EMPLOY          $0.00            $0.00          $0.00       $0.00           $0.00     0.00%
Active   E 603-49580-122 FICA - EMPLOY          $0.00            $0.00          $0.00       $0.00           $0.00     0.00%
Active   E 603-49590-100 SALARIES - PA          $0.00            $0.00          $0.00       $0.00           $0.00     0.00%
Active   E 603-49590-101 SALARIES - RE    $161,170.00       $85,426.61     $13,015.31       $0.00      $75,743.39    53.00%
Active   E 603-49590-102 SALARIES - OV     $45,000.00       $14,822.01      $2,302.34       $0.00      $30,177.99    32.94%
Active   E 603-49590-112 SALARIES - AD     $51,840.00       $22,182.80      $3,952.00       $0.00      $29,657.20    42.79%
Active   E 603-49590-115 SALARIES - CO      $4,430.00            $0.00          $0.00       $0.00       $4,430.00     0.00%
Active   E 603-49590-121 PERA - EMPLOY     $19,350.00        $8,594.52      $1,443.43       $0.00      $10,755.48    44.42%
Active   E 603-49590-122 FICA - EMPLOY     $20,080.00        $8,440.95      $1,415.44       $0.00      $11,639.05    42.04%
Active   E 603-49590-130 INSURANCE - M     $97,930.00       $54,690.16      $9,174.75       $0.00      $43,239.84    55.85%
Active   E 603-49590-131 EMPLOYER H.S.     $15,000.00        $5,677.39          $0.00       $0.00       $9,322.61    37.85%
Active   E 603-49590-136 MN Paid Leave      $1,150.00          $252.16         $42.35       $0.00         $897.84    21.93%
Active   E 603-49590-142 UNEMPLOYMEN            $0.00        $6,360.25          $0.00       $0.00      -$6,360.25     0.00%
Active   E 603-49590-150 INSURANCE - W      $2,440.00            $0.00          $0.00       $0.00       $2,440.00     0.00%
Active   E 603-49590-200 OFFICE SUPPLI      $1,500.00            $0.00          $0.00       $0.00       $1,500.00     0.00%
Active   E 603-49590-201 MAINT CONT/S       $2,500.00        $3,397.88          $5.95       $0.00        -$897.88   135.92%
Active   E 603-49590-202 BILLING SUPPLI     $2,300.00            $0.00          $0.00       $0.00       $2,300.00     0.00%
Active   E 603-49590-210 OPERATING SU      $10,000.00        $2,654.73      $1,498.43       $0.00       $7,345.27    26.55%
Active   E 603-49590-211 CLEANING SUP           $0.00            $0.00          $0.00       $0.00           $0.00     0.00%
Active   E 603-49590-240 SMALL TOOLS        $5,000.00        $2,303.51          $0.00       $0.00       $2,696.49    46.07%
Active   E 603-49590-301 AUDITING          $13,000.00       $10,625.00          $0.00       $0.00       $2,375.00    81.73%
Active   E 603-49590-302 SAFETY CLASS/      $6,500.00        $3,067.46        $973.80       $0.00       $3,432.54    47.19%
Active   E 603-49590-303 ENGINEERING            $0.00            $0.00          $0.00       $0.00           $0.00     0.00%
Active   E 603-49590-304 LEGAL              $2,000.00            $0.00          $0.00       $0.00       $2,000.00     0.00%
Active   E 603-49590-309 COMPUTER SU        $2,500.00          $738.15        $114.16       $0.00       $1,761.85    29.53%
Active   E 603-49590-311 CONFERENCE        $15,000.00       $13,568.78      $3,467.50       $0.00       $1,431.22    90.46%
Active   E 603-49590-321 UTILITIES-PHO      $2,000.00        $2,047.43        $337.11       $0.00         -$47.43   102.37%
Active   E 603-49590-322 POSTAGE/MAILI      $7,000.00        $4,414.32        $794.68       $0.00       $2,585.68    63.06%
Active   E 603-49590-324 OUTSIDE SERVI      $6,500.00       $36,529.90      $2,896.66       $0.00     -$30,029.90   562.00%
Active   E 603-49590-326 GARBAGE FEE            $0.00            $0.00          $0.00       $0.00           $0.00     0.00%
Active   E 603-49590-331 TRAVEL EXPEN           $0.00          $315.70        $315.70       $0.00        -$315.70     0.00%
Active   E 603-49590-335 MISC BANK CH         $500.00          $184.75          $0.00       $0.00         $315.25    36.95%
Active   E 603-49590-339 PAY PAL/SQUA         $500.00           $41.17          $0.00       $0.00         $458.83     8.23%
Active   E 603-49590-360 INSURANCE - P     $89,010.00            $0.00          $0.00       $0.00      $89,010.00     0.00%
Active   E 603-49590-420 DEPRECIATION           $0.00            $0.00          $0.00       $0.00           $0.00     0.00%
Active   E 603-49590-430 MISCELLANEO        $3,000.00          $792.42        $635.17       $0.00       $2,207.58    26.41%
Active   E 603-49590-432 BAD DEBT EXP       $4,000.00            $0.00          $0.00       $0.00       $4,000.00     0.00%
Active   E 603-49590-433 DUES AND SUB       $5,000.00        $3,757.58          $0.00       $0.00       $1,242.42    75.15%
Active   E 603-49590-434 REG.COMPL. LI     $10,000.00          $199.92         $93.29       $0.00       $9,800.08     2.00%
Active   E 603-49590-435 CMMPA DUES        $20,000.00        $9,298.50      $3,099.50       $0.00      $10,701.50    46.49%
Active   E 603-49590-501 CAPITAL OUTLA          $0.00      $278,235.52          $0.00       $0.00    -$278,235.52     0.00%


                                                           41
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                                                CITY OF KENYON                                                07/28/26 1:07 PM
                                                                                                                      Page 13
                                             *Expenditure Guideline©


                                                  Current Period: JUNE 2026

                                                        2026            2026          JUNE       Enc           2026 % of YTD
                                                  YTD Budget         YTD Amt        MTD Amt   Current   YTD Balance   Budget
   Active E 603-49590-505 GIS Operation an       $5,000.00         $242.20          $0.00      $0.00      $4,757.80     4.84%
   Active E 603-49590-719 TRANSFER-INT          $36,147.00           $0.00          $0.00      $0.00     $36,147.00     0.00%
   Active E 603-49590-726 SHARED FAC &          $65,000.00      $65,000.00          $0.00      $0.00          $0.00   100.00%
   Active E 603-49595-316 CONSERVATIO            $3,500.00       $1,405.00       $180.00       $0.00      $2,095.00    40.14%
   Active E 603-49595-317 CONSERVATIO            $7,500.00           $0.00          $0.00      $0.00      $7,500.00     0.00%
   Active E 603-49595-336 CONSERVATIO              $500.00           $0.00          $0.00      $0.00        $500.00     0.00%
   Active E 603-49600-603 BOND PRINCIP               $0.00           $0.00          $0.00      $0.00          $0.00     0.00%
   Active E 603-49600-611 BOND INTERES               $0.00           $0.00          $0.00      $0.00          $0.00     0.00%
   Active E 603-49600-613 INTEREST EXP               $0.00           $0.00          $0.00      $0.00          $0.00     0.00%
   Active E 603-49600-741 CAPITAL OUTLA              $0.00           $0.00          $0.00      $0.00          $0.00     0.00%
   Active E 603-49600-750 LOSS ON CAPIT              $0.00           $0.00          $0.00      $0.00          $0.00     0.00%
   Active E 603-49700-727 TRANSFER TO           $65,000.00      $62,808.51          $0.00      $0.00      $2,191.49    96.63%
                        Total ELECTRIC       $2,236,409.00   $1,305,299.50    $216,555.58      $0.00    $931,109.50    58.37%
STORM SEWER
   Active E 605-43251-101 SALARIES - RE        $15,570.00       $8,389.02      $1,320.35       $0.00      $7,180.98    53.88%
   Active E 605-43251-102 SALARIES - OV         $1,000.00         $590.25         $95.22       $0.00        $409.75    59.03%
   Active E 605-43251-121 PERA - EMPLOY         $1,390.00         $637.58        $105.56       $0.00        $752.42    45.87%
   Active E 605-43251-122 FICA - EMPLOY         $1,420.00         $628.38        $103.21       $0.00        $791.62    44.25%
   Active E 605-43251-129 Pension Expense           $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
   Active E 605-43251-130 INSURANCE - M         $6,100.00       $3,587.97        $642.77       $0.00      $2,512.03    58.82%
   Active E 605-43251-131 EMPLOYER H.S.         $1,500.00         $342.30          $0.00       $0.00      $1,157.70    22.82%
   Active E 605-43251-136 MN Paid Leave            $80.00          $18.65          $3.09       $0.00         $61.35    23.31%
   Active E 605-43251-142 UNEMPLOYMEN               $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
   Active E 605-43251-150 INSURANCE - W           $250.00           $0.00          $0.00       $0.00        $250.00     0.00%
   Active E 605-43251-212 MOTOR FUELS,          $1,500.00         $703.95        $156.78       $0.00        $796.05    46.93%
   Active E 605-43251-252 BEER                      $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
   Active E 605-43251-307 CONTRACT SE          $12,810.00           $0.00          $0.00       $0.00     $12,810.00     0.00%
   Active E 605-43251-360 INSURANCE - P           $370.00           $0.00          $0.00       $0.00        $370.00     0.00%
   Active E 605-43251-400 REPAIRS AND           $5,000.00         $678.00          $0.00       $0.00      $4,322.00    13.56%
   Active E 605-43251-420 DEPRECIATION         $53,778.00      $28,838.52      $4,806.42       $0.00     $24,939.48    53.63%
   Active E 605-43251-430 MISCELLANEO               $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
   Active E 605-43251-432 BAD DEBT EXP              $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
   Active E 605-43251-501 CAPITAL OUTLA             $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
   Active E 605-43251-604 BOND PRINCIP         $32,157.28      $21,715.24          $0.00       $0.00     $10,442.04    67.53%
   Active E 605-43251-606 CAPITAL LEASE             $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
   Active E 605-43251-608 BOND PRINCIP          $1,323.00       $1,260.00          $0.00       $0.00         $63.00    95.24%
   Active E 605-43251-611 BOND INTERES          $9,207.50           $0.00          $0.00       $0.00      $9,207.50     0.00%
   Active E 605-43251-614 BOND INTERES            $463.05         $226.01          $0.00       $0.00        $237.04    48.81%
   Active E 605-43251-615 BOND INTERES         $12,427.45       $4,359.84          $0.00       $0.00      $8,067.61    35.08%
   Active E 605-43251-617 BOND INTERES              $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
   Active E 605-43251-619 CAPITAL LEASE             $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
   Active E 605-43256-505 GIS Operation an          $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
   Active E 605-47000-602 DISCOUNT AMO              $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
   Active E 605-47000-620 FISCAL AGENT              $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
                   Total STORM SEWER          $156,346.28      $71,975.71      $7,233.40       $0.00     $84,370.57    46.04%
LIQUOR
   Active E 609-49750-100 SALARIES - PA        $65,000.00      $37,684.43      $8,322.67       $0.00     $27,315.57    57.98%
   Active E 609-49750-101 SALARIES - RE        $71,450.00      $35,383.82      $5,636.78       $0.00     $36,066.18    49.52%
   Active E 609-49750-102 SALARIES - OV             $0.00         $203.41          $0.00       $0.00       -$203.41     0.00%
   Active E 609-49750-108 SALARIES - FUL            $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
   Active E 609-49750-109 SALARIES - FUL            $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
   Active E 609-49750-110 SALARIES - PA             $0.00           $0.00          $0.00       $0.00          $0.00     0.00%


                                                               42
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                                                 CITY OF KENYON                                                 07/28/26 1:07 PM
                                                                                                                        Page 14
                                              *Expenditure Guideline©


                                                   Current Period: JUNE 2026

                                                         2026            2026           JUNE       Enc           2026 % of YTD
                                                   YTD Budget         YTD Amt         MTD Amt   Current   YTD Balance   Budget
   Active   E 609-49750-111 SALARIES - PA             $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 609-49750-112 SALARIES - AD             $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 609-49750-121 PERA - EMPLOY        $10,230.00       $5,546.14      $1,166.50       $0.00      $4,683.86    54.21%
   Active   E 609-49750-122 FICA - EMPLOY        $10,440.00       $5,761.76      $1,187.65       $0.00      $4,678.24    55.19%
   Active   E 609-49750-129 Pension Expense           $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 609-49750-130 INSURANCE - M        $46,840.00      $26,563.38      $4,619.43       $0.00     $20,276.62    56.71%
   Active   E 609-49750-131 EMPLOYER H.S.         $5,000.00       $2,550.00          $0.00       $0.00      $2,450.00    51.00%
   Active   E 609-49750-136 MN Paid Leave           $600.00         $171.40         $35.16       $0.00        $428.60    28.57%
   Active   E 609-49750-142 UNEMPLOYMEN               $0.00           $0.00          $0.00       $0.00          $0.00     0.00%
   Active   E 609-49750-150 INSURANCE - W         $1,710.00           $0.00          $0.00       $0.00      $1,710.00     0.00%
   Active   E 609-49750-208 SERVING SUPP          $3,000.00         $484.46        $234.21       $0.00      $2,515.54    16.15%
   Active   E 609-49750-210 OPERATING SU          $8,500.00       $4,988.44        $761.51       $0.00      $3,511.56    58.69%
   Active   E 609-49750-251 LIQUOR              $193,000.00     $120,723.53     $29,766.12       $0.00     $72,276.47    62.55%
   Active   E 609-49750-252 BEER                $335,000.00     $176,688.73     $49,595.16       $0.00    $158,311.27    52.74%
   Active   E 609-49750-253 WINE                 $30,000.00      $18,516.18      $1,395.24       $0.00     $11,483.82    61.72%
   Active   E 609-49750-254 SODA, MIX, JUI       $16,000.00       $8,046.29      $1,750.27       $0.00      $7,953.71    50.29%
   Active   E 609-49750-256 TOBACCO              $15,000.00       $5,015.82      $1,127.27       $0.00      $9,984.18    33.44%
   Active   E 609-49750-257 FOOD/CONDIM           $4,000.00       $1,839.64        $182.11       $0.00      $2,160.36    45.99%
   Active   E 609-49750-258 FOOD/MERCHA          $30,000.00      $11,753.76      $2,353.49       $0.00     $18,246.24    39.18%
   Active   E 609-49750-260 THC PRODUCT           $4,200.00       $2,854.19          $0.00       $0.00      $1,345.81    67.96%
   Active   E 609-49750-308 OUTSIDE JANIT        $14,000.00       $7,404.38      $1,384.24       $0.00      $6,595.62    52.89%
   Active   E 609-49750-309 COMPUTER SU           $2,500.00       $4,632.26        $428.30       $0.00     -$2,132.26   185.29%
   Active   E 609-49750-311 CONFERENCE              $800.00           $0.00          $0.00       $0.00        $800.00     0.00%
   Active   E 609-49750-321 UTILITIES-PHO         $4,000.00       $1,653.90        $283.90       $0.00      $2,346.10    41.35%
   Active   E 609-49750-325 SECURITY SYS          $1,000.00         $263.46         $43.91       $0.00        $736.54    26.35%
   Active   E 609-49750-327 PEST CONTROL          $1,000.00         $528.00         $88.00       $0.00        $472.00    52.80%
   Active   E 609-49750-331 TRAVEL EXPEN            $600.00           $0.00          $0.00       $0.00        $600.00     0.00%
   Active   E 609-49750-333 FREIGHT or SHI          $800.00         $199.90         $38.80       $0.00        $600.10    24.99%
   Active   E 609-49750-334 CREDIT CARD E        $17,000.00      $14,839.98      $2,765.04       $0.00      $2,160.02    87.29%
   Active   E 609-49750-340 ADVERTISING             $500.00          $68.90         $51.90       $0.00        $431.10    13.78%
   Active   E 609-49750-345 SPECIAL EVEN          $4,000.00         $211.26          $0.00       $0.00      $3,788.74     5.28%
   Active   E 609-49750-346 ROSE FEST             $8,000.00           $0.00          $0.00       $0.00      $8,000.00     0.00%
   Active   E 609-49750-360 INSURANCE - P         $3,390.00           $0.00          $0.00       $0.00      $3,390.00     0.00%
   Active   E 609-49750-364 INSURANCE - D         $6,300.00           $0.00          $0.00       $0.00      $6,300.00     0.00%
   Active   E 609-49750-381 UTILITIES-ELEC       $12,000.00       $6,482.55      $2,194.24       $0.00      $5,517.45    54.02%
   Active   E 609-49750-383 UTILITIES-NATU        $1,100.00       $1,712.05         $51.73       $0.00       -$612.05   155.64%
   Active   E 609-49750-384 UTILITIES-REFU        $1,500.00         $690.80          $0.00       $0.00        $809.20    46.05%
   Active   E 609-49750-385 UTILITIES-SEW         $2,700.00       $1,872.49        $195.30       $0.00        $827.51    69.35%
   Active   E 609-49750-390 TAP CLEANING          $1,000.00         $360.00         $72.00       $0.00        $640.00    36.00%
   Active   E 609-49750-400 REPAIRS AND           $4,000.00       $6,159.39         $35.97       $0.00     -$2,159.39   153.98%
   Active   E 609-49750-418 UNIFORMS                $500.00           $0.00          $0.00       $0.00        $500.00     0.00%
   Active   E 609-49750-420 DEPRECIATION         $14,480.00       $9,293.22      $1,548.87       $0.00      $5,186.78    64.18%
   Active   E 609-49750-430 MISCELLANEO             $100.00          $56.57          $0.00       $0.00         $43.43    56.57%
   Active   E 609-49750-431 CASH SHORT/O            $100.00          $57.18         ($1.30)      $0.00         $42.82    57.18%
   Active   E 609-49750-433 DUES AND SUB            $800.00         $680.38          $0.00       $0.00        $119.62    85.05%
   Active   E 609-49750-501 CAPITAL OUTLA       $200,000.00     $111,103.85          $0.00       $0.00     $88,896.15    55.55%
   Active   E 609-49750-725 TRANSFER TO          $20,000.00      $20,000.00          $0.00       $0.00          $0.00   100.00%
                             Total LIQUOR     $1,172,140.00     $653,045.90    $117,314.47       $0.00    $519,094.10    55.71%
GASB 34
   Active   E 900-41000-100 SALARIES - PA            $0.00            $0.00         $0.00        $0.00          $0.00     0.00%
   Active   E 900-41000-101 SALARIES - RE            $0.00            $0.00         $0.00        $0.00          $0.00     0.00%
   Active   E 900-41000-106 SALARIES - TRA           $0.00            $0.00         $0.00        $0.00          $0.00     0.00%


                                                                43
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                                              CITY OF KENYON                                                  07/28/26 1:07 PM
                                                                                                                      Page 15
                                           *Expenditure Guideline©


                                                Current Period: JUNE 2026

                                                       2026           2026          JUNE       Enc             2026 % of YTD
                                                YTD Budget         YTD Amt        MTD Amt   Current    YTD Balance    Budget
Active   E 900-41000-129 Pension Expense           $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-41000-150 INSURANCE - W             $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-41000-160 PERA PENSION              $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-41000-313 DEFICIENT DEV             $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-41000-420 DEPRECIATION              $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-41000-500 CAPITAL OUTLA             $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-41000-501 CAPITAL OUTLA             $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-41000-750 LOSS ON CAPIT             $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-42000-101 SALARIES - RE             $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-42000-129 Pension Expense           $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-42000-160 PERA PENSION              $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-42000-420 DEPRECIATION              $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-42000-500 CAPITAL OUTLA             $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-42000-501 CAPITAL OUTLA             $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-42000-750 LOSS ON CAPIT             $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-43000-100 SALARIES - PA             $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-43000-101 SALARIES - RE             $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-43000-129 Pension Expense           $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-43000-160 PERA PENSION              $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-43000-420 DEPRECIATION              $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-43000-500 CAPITAL OUTLA             $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-43000-501 CAPITAL OUTLA             $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-43000-724 CAPITAL CONT              $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-43100-503 CONTRIB. TO E             $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-43100-724 CAPITAL CONT              $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-45000-100 SALARIES - PA             $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-45000-101 SALARIES - RE             $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-45000-129 Pension Expense           $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-45000-160 PERA PENSION              $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-45000-420 DEPRECIATION              $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-45000-500 CAPITAL OUTLA             $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-45000-501 CAPITAL OUTLA             $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-46500-420 DEPRECIATION              $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-46500-430 MISCELLANEO               $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-46500-500 CAPITAL OUTLA             $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-47000-421 BOND DISC AM              $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-47000-601 BOND PRINCIP              $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-47000-602 DISCOUNT AMO              $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-47000-606 CAPITAL LEASE             $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-47000-611 BOND INTERES              $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-47000-620 FISCAL AGENT              $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-48300-501 CAPITAL OUTLA             $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
Active   E 900-49900-723 TRANSFER TO               $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
                         Total GASB 34             $0.00           $0.00         $0.00       $0.00            $0.00     0.00%
                          Report Total     $7,967,885.78   $4,154,445.13    $694,567.77      $0.00    $3,813,440.65    52.14%




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                                                       AGENDA ITEM NO.
                                                       XIIA.


Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                August 6, 2026

SUBMITTED BY:        Holli Gudknecht, Administration

ITEM TYPE:           Miscellaneous

AGENDA SECTION:      F.Y.I. - Department Updates

SUBJECT:             FYI 8-6-26

SUGGESTED ACTION:

ATTACHMENTS:
8-6-26 FYI.pdf




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