Packet text, October 14, 2025

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
                             October 14, 2025
                                 7:00 PM
I.     CALL TO ORDER AND ROLL CALL

II.    CITIZEN COMMENTS

III.   ADOPT AGENDA

       III.A   Adopt the Agenda for October 14, 2025
               Summary Report
               10-14-25 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.

       IV.A    Approve the Consent Agenda Items Including:
               1. Payment of Checks
               2. Approval of Minutes
               3 . Resolution 2025-14: Accepting Kenyon Fire Relief Association Donations to the City of
               Kenyon

               Summary Report
               Resolution 2025-24 Accepting_Kenyon_Fire_Association_Donations.docx

V.     APPROVAL OF MINUTES and APPOINTMENTS

       V.A
               **APPROVAL OF MINUTES and APPOINTMENTS

                  1. City Council Meeting Minutes of September 9, 2025
                  2. City Council Special Meeting Minutes of October 6, 2025

               Summary Report
               9-9-25 Minutes.doc
               10-6-25 Closed-Open Meeting minutes.docx

VI.    PRESENTATIONS/PUBLIC HEARINGS RECOGNITIONS/PROCLAMATIONS

       VI.A    Presentation/Recognition
                  1. Thank you to Luke Cordes for Eagle Project Work in the City

               Summary Report

VII.   ENGINEERING


                                                                                                           1
        VII.A 2025 Street & Utility Improvements
              Summary Report
              134934 Work Change Directive 1_executed.pdf
              134934 Pay Application No. 2.pdf

        VII.B
                Truck Highway 60 Project


                Summary Report

VIII.   LEGAL

IX.     FINANCIAL

        IX.A    **FINANCIAL
                1. Financial Reports and Checks for September

                Summary Report
                OCT. REVENUE.pdf
                OCT. EXPENSES.pdf
                OCT. CHECKS.pdf

X.      OLD BUSINESS

XI.     NEW BUSINESS

        XI.A    MN Paid Leave
                Summary Report
                City of Kenyon - Paid Leave Memo.docx
                Abdo_Resources_MN Paid Leave.pdf
                MN Paid Leave Overview - DEED website.pdf

        XI.B    Employee Benefits/Open Enrollment – Beth from Gallagher
                Summary Report
                GALLAGHER - BENEFITS.pdf

        XI.C    2026 Proposed Enterprise Funds Budget
                Summary Report
                2026 PROPOSED ENTERPRISE FUNDS BUDGET.pdf

        XI.D    Declare 1983 Chevrolet Tender Fire Truck as Excess Inventory
                Summary Report

        XI.E    Date of November Council Meeting
                Summary Report

XII.    F.Y.I. - Department Updates

        XII.A FYI for October 14, 2025
              Summary Report
              FYI 10-14-25.pdf


                                                                               2
XIII.   COUNCIL AND STAFF GENERAL COMMENTS

XIV.    ADJOURNMENT




                                             3
                                                                  AGENDA ITEM NO. III.A


Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                         October 14, 2025

SUBMITTED BY:                 Holli Gudknecht, Administration

ITEM TYPE:                    Agenda

AGENDA SECTION:               ADOPT AGENDA

SUBJECT:                      Adopt the Agenda for October 14, 2025

SUGGESTED ACTION:             Motion Needed

ATTACHMENTS:
10-14-25 Agenda Council Meeting.docx




                                                                                          4
                                            AGENDA
                                    CITY COUNCIL MEETING
                                         October 14, 2025
Recite Pledge of Allegiance

7:00           I.      CALL TO ORDER AND ROLL CALL

              II.      CITIZEN COMMENTS

              III.     ADOPT AGENDA

              IV.      CONSENT AGENDA
              ** All items listed with asterisks (**) are considered routine and non-controversial by the Council and will
              be approved by one motion. There will be no separate discussion of these items unless a Council member,
              City staff or citizen so requests, in which case the item will be removed from the Consent Agenda and
              considered in its normal sequence on the agenda.
                       A. Resolution 2025-14: Accepting Kenyon Fire Relief Association Donations to the City of
                           Kenyon

              V. **APPROVAL OF MINUTES and APPOINTMENTS
                   A. City Council Meeting Minutes of September 9, 2025
                   B. City Council Special Meeting Minutes of October 6, 2025
       `
              VI.      PRESENTATIONS/PUBLIC HEARINGS RECOGNITIONS/PROCLAMATIONS
                       A. Thank you to Luke Cordes for Eagle Project Work in the City

              VII.     ADMINISTRATOR UPDATE

              VIII. ENGINEERING
                    A. 2025 Street and Utility Improvements
                       1. Work Change Directive Form No. 1
                       2. Fitzgerald Excavating and Trucking Pay Application No. 2
                    B. Trunk Highway 60 Project

              IX.      LEGAL

              X.       FINANCIAL
                     **A. September 2025 Treasurer’s Report
                     **B. Payment of Claims

              XI.      OLD BUSINESS

              XII.     NEW BUSINESS
                       A. MN Paid Leave
                       B. Employee Benefits/Open Enrollment – Beth from Gallagher
                       C. 2026 Proposed Enterprise Funds Budget
                       D. Declare 1983 Chevrolet Tender Fire Truck as Excess Inventory
                       E. Date of November Council Meeting


                                                                                                                             5
XIII. OTHER BUSINESS
      A. Schedule of Upcoming Meetings
         1. KMU Meeting: Tuesday, October 21st @ 3:00 p.m.
         2. EDA Meeting: Tuesday, October 28th @ 8 a.m.
         3. City Council Meeting: TBD @ 7 p.m.

XIV. COUNCIL AND STAFF GENERAL COMMENTS

XV.   ADJOURNMENT




                                                             6
                                                                       AGENDA ITEM NO. IV.A


 Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                         October 14, 2025

SUBMITTED BY:                 Holli Gudknecht, Administration

ITEM TYPE:                    Consent Agenda

AGENDA SECTION:               CONSENT AGENDA

SUBJECT:                      Approve the Consent Agenda Items Including:
                              1. Payment of Checks
                              2. Approval of Minutes
                              3. Resolution 2025-14: Accepting Kenyon Fire Relief Association Donations
                              to the City of Kenyon

SUGGESTED ACTION:             Motion Needed

ATTACHMENTS:
Resolution 2025-24 Accepting_Kenyon_Fire_Association_Donations.docx




                                                                                                          7
                                        RESOLUTION NO. 2025-24

                                           CITY OF KENYON
                                         COUNTY OF GOODHUE
                                         STATE OF MINNESOTA

               RESOLUTION ACCEPTING KENYON FIRE RELIEF ASSOCIATION
                        DONATIONS TO THE CITY OF KENYON


       WHEREAS, the City of Kenyon (“City”) has established the Kenyon Fire Department (“Fire
Department”) that is responsible for fire and life safety responses in the City; and

         WHEREAS, the Kenyon Fire Relief Association recognizes the Fire Department’s commitment
to serving the City and would like to make a monetary donation to the Fire Department; and

        WHEREAS, the Kenyon Fire Relief Association has offered to contribute the cash amounts set
forth below to the City:

          Name of Donor                            Amount           Use of Donation

          Kenyon Fire Relief Association           $3,000           Rose Fest

          Kenyon Fire Relief Association           $7,000           Kenyon Fire Department Truck Fund

          TOTAL DONATIONS                          $10,000

          WHEREAS, the City Council finds that it is appropriate to accept the donations offered.

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

          1.      The recitals stated above are hereby incorporated into this Resolution as if restated herein.

       2.       The Kenyon City Council accepts the donation for the Kenyon Fire Department and City
of Kenyon in the amount of $10,000 from the Kenyon Fire Relief Association to be used as listed above.

        3.       The donations contemplated in this Resolution are hereby accepted pursuant to Minnesota
Statutes, section 465.03.

        4.       City staff is hereby directed to issue receipts to the Kenyon Fire Relief Association
acknowledging the City’s receipt of the donor’s donations and to take all necessary actions contemplated
by this Resolution.

          Adopted by the City Council of the City of Kenyon on October 14th, 2025.

                                                             Approved:


                                                             Donald Kirchmann
Attest:


Scott Lehner, City Administrator
                                                                                                                  8
                                                       1
                                                                   AGENDA ITEM NO. V.A


 Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                         October 14, 2025

SUBMITTED BY:                 Holli Gudknecht, Administration

ITEM TYPE:                    **Minutes and Appointments

AGENDA SECTION:               APPROVAL OF MINUTES and APPOINTMENTS

SUBJECT:
                              **APPROVAL OF MINUTES and APPOINTMENTS

                                 1. City Council Meeting Minutes of September 9, 2025
                                 2. City Council Special Meeting Minutes of October 6, 2025

SUGGESTED ACTION:             Approved as part of the Consent Agenda

ATTACHMENTS:
9-9-25 Minutes.doc
10-6-25 Closed-Open Meeting minutes.docx




                                                                                              9
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 9th day of September 2025. The meeting was called to order by Mayor Donald
Kirchmann.
The following members were present: Mayor Donald Kirchmann, Council Members Lee Sjolander, Mary
Bailey, and Kim Helgeson
Absent: Elana Brunner
Via Zoom: Jessi Sturtz-Abdo
Also, present: City Administrator Scott Lehner, Administrative Assistant Holli Gudknecht, Wayne Ehrich,
Matt Bartel, Jeff Sjoblom

The meeting opened with the Pledge of Allegiance.

CITIZEN COMMENT

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

CONSENT AGENDA
Motion by Helgeson second by Bailey to approve the Consent Agenda, which includes:
      Financials and Payment of check numbers, 77410 through 77489; 5999E through 6194E
      Minutes of August 12, 2025 and August 26, 2025
Motion carried 4-0-0.

PRESENTATIONS/PUBLIC HEARINGS/RECOGNITIONS/PROLAMATIONS

ADMINISTRATOR UPDATE

ENGINEERING
2025 Street and Utility Improvements
Administrator Lehner stated that Fitzgerald Excavating has started removing pavement and trees. They
have begun work on both 5th and 8th streets. Pay application No. 1 includes work from August 25 to
August 29 in the amount of $34,711.57.
2025 Street and Utility Improvements – Pay Application No. 1
Motion by Sjolander seconded by Helgeson to approve pay application #1 to Fitzgerald Excavating in
the amount of $34,711.57. Motion carried 4-0-0.

LEGAL

FINANCIAL

OLD BUSINESS

NEW BUSINESS
2026 Budget
Jessi Sturtz from Abdo stated that the proposed budget and levy was reviewed at the Council work session
on August 26. The budget was revised based on input from the work session. The levy was set at a maximum
of 9.93%. The preliminary maximum levy certification resolution must be submitted to Goodhue County by
the end of September. The final levy must be adopted by the end of December. The levy can be lowered
between now and the end of the year, but it cannot be increased.

                                                                                                             10
Resolution 2025-23: Adopting the 2026 Preliminary Budget & Levy
Motion by Bailey seconded by Kirchmann to adopt Resolution 2025-23 adopting the 2026 preliminary
budget and levy, which is a maximum of 9.93%. Motion carried 4-0-0.

Liquor Store - 641 2nd Street NAPA Building Estimates
Liquor Store Manager Bartel reviewed the estimates for the former NAPA building. L&M Construction
estimated $96,581.72 to remodel the building. Stan Morgan and Associates quoted $111,524.87 for
equipment in the building. There was already $215,000 in the budget for this project.
Motion by Sjolander seconded by Bailey to approve the preliminary estimates for the municipal liquor
store expansion. Motion carried 4-0-0.

Police Department Gun Range
Police Chief Sjoblom informed the council of the gun range training site he is looking at constructing in the
city shop area off Gates Avenue. Public Works Superintendent Ehrich and Sjoblom looked at options for
setting up the range. Free fill was obtained from the Dollar General site. The only costs involved with the
project would be Public Work’s time and fuel and for grass seed. It would be solely for Police Department
use. Public use would not be allowed. Mayor Kirchmann had concerns about the noise level and how
neighbors would be informed before a shoot. Administrator Lehner stated that if they let city hall know, it
could be posted on social media, and any incoming inquiries could be addressed.
Motion by Kirchmann seconded by Helgeson to move forward with the police department gun range.
Motion carried 4-0-0.

Schedule for Upcoming Meetings
KMU Meeting: Tuesday, September 16th @ 3:00 p.m.
EDA Meeting: Tuesday, September 30th @ 8 a.m.
City Council Meeting: Tuesday, October 14th @ 7 p.m.

COUNCIL AND STAFF GENERAL COMMENTS
Council member Sjolander thanked city staff who helped with the Karl Haugen funeral.

Council member Bailey thanked everyone for shaving their budgets.

Council member Helgeson stated that Park and Rec has started planning for Fall Fest on October 11.

Mayor Kirchmann was thankful for the budget cuts, everyone helping to make council meetings run
smoother, and everyone for their hard work.


Motion by Bailey seconded by Kirchmann to adjourn the meeting at 7:56 p.m. Motion carried 4-0-0.




Holli Gudknecht, Deputy City Clerk                            Donald Kirchmann, Mayor




                                                                                                                11
Pursuant to due call and notice thereof, a Special City Council Meeting was duly held in the City
Council chambers at 6:00 p.m. on the 6th day of October 2025.
The following members were present: Mayor Don Kirchmann, Council Members Kim Helgeson,
Lee Sjolander, Elana Brunner, and Mary Bailey
Also, present: Administrator Scott Lehner, Holli Gudknecht, Attorney Scott Riggs, Attorney Jana
O’Leary-Sullivan, and Police Chief Sjoblom

The meeting was called to order by Mayor Kirchmann at 6:00 pm.

Motion by Bailey seconded by Helgeson to close the meeting at 6:03 pm. Motion carried 5-0-0.

Discuss Internal Affairs Data Related to Allegations of Law Enforcement Personnel
Misconduct
Discussion was held on internal affairs data related to allegations of law enforcement personnel
misconduct.

Motion by Bailey seconded by Helgeson to adjourn the closed session at 7:19 pm.
Motion carried 5-0-0.

The special meeting was called to order at 7:20 pm by Mayor Kirchmann.

Any Actions that must Occur by a Vote Stemming from the Subject of the Closed Meeting,
Including a Continuance of the Meeting
Attorney Riggs made recommendations for two motions that came out of the closed meeting.

Motion by Helgeson seconded by Bailey to authorize city staff and attorney to hire an outside
investigator. Motion carried 5-0-0.

Motion by Sjolander seconded by Brunner to place Officer Homeier on paid suspension with a letter
to be sent tomorrow. Motion carried 5-0-0.


Other Related Matter
Nothing additional.

ADJOURNMENT
Motion by Helgeson second by Bailey to adjourn meeting at 7:22 pm. Motion carried 5-0-0.




Holli Gudknecht, Administrative Assistant           Donald Kirchmann, Mayor




                                                                                                    12
                                                          AGENDA ITEM NO. VI.A


Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                October 14, 2025

SUBMITTED BY:        Holli Gudknecht, Administration

ITEM TYPE:           Miscellaneous

AGENDA SECTION:      PRESENTATIONS/PUBLIC HEARINGS
                     RECOGNITIONS/PROCLAMATIONS

SUBJECT:             Presentation/Recognition
                        1. Thank you to Luke Cordes for Eagle Project Work in the City

SUGGESTED ACTION:    Wayne Ehrich and Jeff Sjoblom will recognize Luke Cordes for the
                     work he did landscaping around the "Kenyon" sign on Hwy 56/60
                     and by the flag pole at the police station.

ATTACHMENTS:




                                                                                         13
                                                              AGENDA ITEM NO.
                                                              VII.A


Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                October 14, 2025

SUBMITTED BY:        Holli Gudknecht, Engineering

ITEM TYPE:           Engineering

AGENDA SECTION:      ENGINEERING

SUBJECT:             2025 Street & Utility Improvements

SUGGESTED ACTION:
                     5th Street and 8th Street utility and grading work is nearly complete.
                     Concrete curb and driveways are scheduled for the week of 10/20 and
                     paving is planned for the end of the month..



                     2nd Street watermain work is also now started. This work was
                     originally planned to be installed using trenchless/directional drilling
                     methods, which was intended to minimize surface disruption. After
                     we found some unanticipated bedrock within 2nd street, we switched
                     the method of installation to more conventional excavation. In the
                     meantime, we’ve issued a work change directive (attached) to keep
                     the crews moving while the weather is still good. A more formal
                     change order will be required in the future. We do not anticipate any
                     notable price increases.



                     Pay Application 2 is requested for approval. This payment includes
                     mostly utility and grading work for 5th Street and 8th Street, as
                     completed through 10/3.



                     Requested Action:

                     Motion Approving Pay Application #2


ATTACHMENTS:


                                                                                                14
134934 Work Change Directive 1_executed.pdf
134934 Pay Application No. 2.pdf




                                              15
                                         WORK CHANGE DIRECTIVE FORM NO.: 1

    Owner:                City of Kenyon                                  Owner’s Project No.:              N/A
    Engineer:             Bolton & Menk                                   Engineer’s Project No.:           24X.134934.00
    Contractor:           Fitzgerald Excavating & Trucking Inc.           Contractor’s Project No.:         N/A
    Project:              2025 Street & Utility Improvements
    Contract Name:        N/A
    Date Issued:          10/06/2025                Effective Date of Work Change Directive:             10/06/2025

  Contractor is directed to proceed promptly with the following change(s):

  Description:
                 The original bid design for new watermain within 2 nd street was for 10” diameter
  watermain and related improvements, installed using primarily horizontal directional drilling
  methods. Shallow bedrock was discovered on the east end of 2 nd St (between ~305+00 and ~309+00)
  was discovered during investigatory excavations. Based on this information, it is believed that the
  watermain can most cost effectively installed using open trench methods.
          The attached plan sheets illustrate changes to the bid plan which will accommodate open
  trench installation of piping. Following review of anticipated pricing, no increase to the overall
  contract price is anticipated. An unofficial estimate is provided for reference alone.
          At this time, it is the intent to substantially complete all 2 nd Street work in 2025. Some
  reasonable time extensions may be made later via change order, if necessary to accommodate the
  revised work plan.
           Attachments:
           Revised Plan sheets C4.03, C4.04, C5.01, C7.03, C 7.04, marked “WCD-1”, dated 10/06/2025
           Cost Estimate (unofficial, not intended to revise contract price)

  Purpose for the Work Change Directive:
           Allow for open cut installation of watermain within 2nd Street.

  Directive to proceed promptly with the Work described herein, prior to agreeing to change in Contract
  Price and Contract Time, is issued due to:
  ☐ Non-agreement on pricing of proposed change. ☒ Necessity to proceed for schedule or other
  reasons.
          Some minor adjustment to contract price and timelines expected at later date. Contract not
  anticipated to increase in price.

  Estimated Change in Contract Price and Contract Times (non-binding, preliminary):

    Contract Price:       $ No Change                                      (final price to be determined)
    Contract Time:        N/A     days                                     Minor time extension may be required to
                                                                           accommodate change in work plan.

       This document is a MODIFED version of EJCDC® C‑941, Copyright© 2018 by NSPE, ACEC, and ASCE. All rights reserved.
City of Kenyon - 24X.134934.000                                                             WORK CHANGE DIRECTIVE FORM
June 2025                                                                                               PAGE 00 63 49-1
                                                                                                                            16
17
                                                                                                                                                                                                                                                                                                                                                             666600240
                                                                                                                                                                                                                                                                                                                                                           902 2ND STREET
                                                                                 STA 300+21                                                                    F-D                666600250
                                                                                 1 EA 6" SLEEVE                                                                    l
                                                                                                                                                                                133 SLEE STREET                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      666600260
                                                                                 1 EA 6" GATE VALVE & BOX                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1010 2ND STREET                                                                                        661400030


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PEARL CREEK
                                                                                 1 EA 10"X8" REDUCER                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1022 2ND STREET
                                                                                                                                                                    F-D
                                                                                                                                                                    l
                                                                                 STA 300+29 - 300+34                                                                                                                      Ftr Copper (to be located)




                                                                                                                                                      SLEE STREET
                                                                                 2 EA 10" 45° BEND                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               STA 305+64
                                                                                                                                                                     l                                                                                                                                                                                                                                                                                                                                                                                                                                                         INV=1107.46                                                                                                                                                                                                                       1 EA 10" GATE VALVE & BOX
                                                                                                                                                                        F-D
                                                                                 STA 300+52
                                                                                                                                                                                    M
                                                                                                                                                                           6" CIP W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          INV=1107.57
                                                                                                                                                                                                                                 Frontier Ped (square box)                                                                                                                                                                                                                                                                                                                                                            CLVT                                                           CLVT
                                                                                 1 EA 10"X10" TEE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        INV=1105.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 STA 305+68.5, 4' LT
                                                                                 1 EA 10"X8" REDUCER                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CLVT                                                                                                                                                                                                         1 EA 10"X6" TEE


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      30" RCP STRM SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 5 LF 6" PVC WM
                                                                                                                                                                        l
                                                                                 1 EA 6" GATE VALVE & BOX                                                                   F-D                                                                                                                                                        CLVT                                                                                                                                                                                                                                                                                                                                >>                                                                                                             661400020
                                                                                 1 EA 6" SLEEVE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1 EA HYDRANT (G=1119.14)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   R




                                                                                                                                                                                                                                                                                                                                         INV=1125.98
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1018 2ND STREET
                                                                                                                                                                                                                                                                                                                              >                                                                        4" Conc Walk (to be                                                                                                                                                                                                                    >>                                                                                                   rock at 5'
                                                                                                                                                                                                                                                                                                                          >>>

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          >>         >>
                                                                                                                                                                                                                                                                                down 9' soil ok                                                                                                     replaced entirely - 5' wide)                                                                                   SEE SHEET C5.01 FOR STORM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           G
                                                                                 STA 300+71.5, 8.5' LT
                                                                                                                                                                           l

                                                                                 1 EA 10"X6" TEE                                                                                F-D                                                  E                                                                                                                                                                                                                                                                              RECONSTRUCTION DETAILS                                                                                                                               >>                                           EXCAVATE, F&I INSULATION

                                                                                                                                                                        6" DIP WM
                                                                                 9 LF 6" WM                                                                                                                                                                      1" WATER SERVICE                               >>>>               Rem & Replace 6" Conc Drive (Typ)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              >>                                                                                                           G
                                                                                 1 EA HYDRANT (G=1131.43)                                                                                                                      CC
                                                                                                                                                                                                                                                                                                                                                                 G
                                                                                                                                                                                                                                                                                                                                                                     G
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                                                                                                                                                                                                                                 E                                                                                                     302                                                                                                                 303                   10" WM HDD OPEN CUT                                                                                                                                                                                                                                        305                                                               6"
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                                                                                                                                                                                                                                                                                                  >>       l                                  l             l                    l                    l                    l                   l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           304
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       l                                                                                                               306
                                                                                                                                                                                                                                                                                              >> 253.3 sf                                                                                                                                                            l                     l                  l               l                                                                                                                                      l                                                                      l              l              l
                                                                                                                                                                                    F-D
                                                                                                                      CONNECT TO EX MAIN                                                                 6"                      301
                                                                                                                                                                                                                                                        l                           l                                                                                                                                                                                                                                                             l                    l                   l               24"                           l                               >>                                                                                                               l                   WM        l             l
                                                                                                 6" valve
                                                                                                                             FIELD VERIFY
                                                                                                                                                                   224 sf
                                                                                                                                                                        371.1 sf              l
                                                                                                                                                                                                         WM
                                                                                                                                                                                                                   l                 l
                                                                                                                                                                                                                              390.1 sf                                                                 CB
                                                                                                                                                                                                                                                                                                       R=1135.99                                                G                                                                                                                                      1,649 sf                                                                                                        RCP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             STR     >>                                                                                                  G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              OE               373.7 sf
                                                                                                                                                                                                                                                                     >>                                I= NE 1126.94                                                              G                   G                G                   G                                                                                                                                                                                                  >> M    . SE                                                                                             172.1 sf

                                                                                                                                                                                                                                                                                                                                                                                                                                   2ND STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 G                                                                                                                                                                                                                                                                                                                                                    F-D
                                                                                         (shift to north of tee)                                                                                                          >>                  >>                                                                                                                                                                                                                                  G                    G                                                                                                                                                                                                                                                                                                                             F-D


                                                                                                                                                                        10" WM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   G                 G
                                                                                                                                                                                                >>                                                                                                                                                                                                                                                                                                                                                        G
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                                                                                                                   CB
                                                                                                                         >>             >>               >>                 >>              2S-050
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      >>                    >>               >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           G                            G                             G                     R=1127.70
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  G                                                           >>               >>                     >>              >>
                                                                                                                   R=1143.34
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            I= E 1121.05                G         24" G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      RCP STRM.G SEWER G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2S-040 I= NW 1121.00                                                                                                  G              G
                                                                                                                                                                            l
                                                                                                                   I= E 1138.92                                                         F-D           S R=1140.41
                                                                                                                                                                                                        MH SSWR
                                                                                                                                                                                                                  >             >        >                                >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               OE                                     G
                                                                                                                                                                                                                                                                     l
                                                                                                                                                                                                                                                                                            >
                                                                                                                                                                                                                                                                                         12+00                  >           >                 >            >                     >        13+00 >                          >                   >                                                                                                                                                                                                                         >>
                                                                                                                                                                    11+00                                                 8" VCP SAN. SEWER
                                                                                                                                                                                                                                     l                                                                                                                          G                                                                                                    >                     >                  >14+00          >                   >                   >         >                                          >                           >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     15+00                             S                    I= S 1123.17
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  8"> VCP SAN. SEWER
                                                                                                                                               300
                                                                                                                                                                                                         I= E 1123.81
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              >                                >                                       16+00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      >
                                                                                                                                                                                                                                                                          l
                                                                                                                                                                                                                                     E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  >>         MH SSWR
                                                                             l            10+00
                                                                                          l         l          l              l         l            l
                                                                                                                                                                722.7 sf                          l                l             l
                                                                                                                                                                                                                                     E
                                                                                                                                                                                                                                                   l                        l                 l                                                                                                                                                                                                                                                                   8" VCP SAN. SEWER                                                           >>                                                             R=1128.07                                                                 >               > O
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        >
                                                                                                                                                                                                                                                                                                               l         6"l DIP WM l                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 >
                                                                                                                                            6" DIP WM                                                                                                                                                                                                                    l 6" CIP WM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             I= E 1121.78
                                                                                                                                                                                                           BULKHEAD EX WATER MAIN                                                                                                                      l                          l                            l                   l                   l                     l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               8" VCP SAN. SEWER
                                                                                                                                                                                                                                                                                l
                                                                                                                                                                                                                                                                                                                         (ABANDON)                                         (ABANDON)                                                                                                               l           l              l               l                    l                   l                      l                                l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             I= W 1121.77
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              6"
                                                                                                                                                                                            F-D                                                                                                                                                                                                                                                                                                                                                                                                                                                                              l                                l                   l                l              l            l CIP WMl                      l              l




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       138" SPAN ARCH PIPE
                                                                                                                                                                                                                                                                                                                                                                G
                                                                                                                                                                                                                           >>                                                                                                                                                                                                                                                                                                                                                                                                                                            >>                                                                                                   (ABANDON)
                                                                                  REPLACE PAVEMENT MARKINGS AS NEEDED,                                                                                           >>




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      138" SPAN ARCH PIPE
                                                                                                                                                                                                                                                                                    l

                                                                                                                                                                        >> H                          >>                                                             D                                                                                                                                                                                                                                                                                                                                                                                                                                            CB                                                                                                    OE
                                                                                                                                                                                                       30" RCP STRM. SEWER                                                               >>
                                                                                                                                                                                                                                     E
                                                                                         GENERALLY CONSISTING
                                                                                                      MH STRM >>
                                                                                                    D R=1143.78
                                                                                                                   OF 4">>SOLID, >>                                                                            E
                                                                                                                                                                                                                                                       CB                       MH STRM                    >>
                                                                                                                                                                                                                                                                                                                          >>                                                                                                                                                                                                                                                                                                                 >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  R=1127.69
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              152.4 ft
                                                                                                                                                                                                                                                            >>
                                                                                                                                                                                                                                                       R=1137.19                                                                                                                                                                                                                                                                                                                                                                                                                                                  I= N 1123.84
                                                                                             >> YELLOW                                                                                  F-D C
                                                                                                                                                                                                                                                                                        l
                                                                                                                                                                                                                                                                                R=1137.40                                                              G
                                                                                      F-D DOUBLEF-D         AND SINGLE
                                                                                                           F-D       F-D WHITEF-D                             F-D                                                                                      I= W 1131.35                               G             G          G             G    >>
                                                                                                      I= E 1134.40                                                                                                                        G                  G                  G
                                                                                                                                                                                                                                                                                I= NW 1128.82                                                                   >>
                                                                                                                                                     G         G                        G                  G              G                            I= SE 1131.34
                                                                                                                                                                                                                                                                                                                                                                                         >>                   30
                                                                                                                                                                                                                                                                                                                                                                                                               >>" RCP STRM. SEWER
                                                                                                                                                                                                                                                                                I= E 1128.30
                                                                                                               I= W 1136.78             G
                                                                                                                              G                                                                                                                                                 I= SW 1128.40
                                                                                                                                                                                                                                                                                                                                                                                                                          >>                                                                                                                                                                                                                                         >>
                                                                                                                                                                                                                                         >>                                                                                                                                                                                                                  >>                                                                                                                                                                                                                                                                                                                                                                                                        SOIL PROFILE LEGEND & NOTES
                                                                                                                                                                                                                                                                                                                                                                X

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      >>
                                                                                                                                                                                                                                                                                                  1" WATER SERVICE
                                                                                                                                                                                                                                                                                                                                                                         X
                                                                                                                                                                                                                                                                                                                                                                                     X                                                                                                                      >> X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      REPLACE  PAVEMENT
                                                                                                                                                                                                                                                                                                                                                                                              X
                                                                                                                                       6x6 tee (used to keep main live)                                                                                                                                                                                                                                                                                                                                                     D R=1129.18                                                                                                                                                                                                                  MARKINGS
                                                                                                                                                                                                                                                                                                                                                                                                          X                                                                                                                   MH STRMX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  AS NEEDED,                                                                                                SILT
                                                                                                                                                                                                                                                                                                                                                                                                                   X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >>
                                                                                                                                                                                                                                                                                                                                                                                                                               X       X           X         X           X        X            X        X              X       X                      X       X            X       X           X          X                    X             >>X                 X               X                    X                                                        X   X    X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              >>         >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  X         X           X  X    X  X   X   X

                                                                                                                                                                                                                        >>                                                                                                                                                                                                                                                                                                                                     30" RCP STRM. SEWER >>                                                                                                                                                        GENERALLY CONSISTING OF 4" SOLID,                                                                                              CLAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  I= NW 1112.78
                                                                                                                                                                                                                                sacrificial valve to permanently shut after                                                                                                                                                                                                                                                       I= SE 1112.62
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         X


                                                                                                                                                                                                                                                        666600210
                                                                                                                                                                                                                                          new services connected                                                                                                                                                                                                                                                                                                                                                                                                     >>                                                                      DOUBLE YELLOW AND SINGLE WHITE                                                                                                 SAND/GRANULAR
                                                                                                          >>             >>             >>               >>                 >>                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CLVT
                                                                                                                                                                                                       >>                                                              903 2ND STREET                                                                                                                                                                                                                                                                                                                                                              INV=1109.34                                                                                                                                                                                                              HARD ROCK (SHAKOPEE DOLOSTONE)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CLVT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Revised Route                                              661400210                                                                             SOFT ROCK (SHAKOPEE DOLOSTONE)
                                                                                                                                                                                                                                                                                                                                                                                     666600200
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            for 1029 2nd                                           1029 2ND STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     INV=1106.82
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PAVEMENT

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PEARL CREEK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              St Water
                                                                                              NOTES:                                                                                                                                                                                                                                                                                                                                                                                     666600180                                                                                                                                                                                                                             Service                                                                                                                                            ESTIMATED ROCK PROFILE**
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  OBSERVED GROUNDWATER***
                                                                                                                                                                                                                                                                                                                                                                                  1029 2ND STREET
                                                                                              1. EXISTING SERVICE LOCATIONS ARE APPROXIMATE AND WILL VARY FROM PLAN (NO ADJUSTMENT IN PAYMENT).                                                                                                                                                                                                                                                                                       1029 2ND STREET
                                                                                                 CONTRACTOR SHALL VERIFY ACTUAL LOCATIONS AND THAT SERVICE IS ACTIVE PRIOR TO CONNECTING (INCIDENTAL).                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 **ROCK PROFILE ILLUSTRATED ON PLAN IS
                                                                                              2. INSTALL SANITARY AND WATER TRACER SYSTEMS, SEE SPECIFICATIONS.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXTRAPOLATED OR INTERPOLATED FROM SOIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       BORINGS. THE CITY NOR ENGINEER GUARANTEE ITS
                                                                                              3. MAINTAIN 18" MINIMUM VERTICAL SEPARATION BETWEEN WATERMAIN AND SEWER AT ALL CROSSING, SEE DETAILS.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ACCURACY. RELIANCE ON SUCH INFORMATION FOR
                                                                                              4. MAINTAIN MINIMUM 7.5' COVER OVER WATERMAIN & SERVICES.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                BIDDING OR CONSTRUCTION IS AT THE SOLE
                                                                                              5. VALVE BOXES AND MANHOLE CASTINGS SHALL BE RAISED TO SURFACE FOLLOWING INSTALLATION OF BOTH BASE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       DISCRETION OF THE THE CONTRACTOR
                                                                                                 AND WEARING COURSE OF PAVEMENT, SEE 33 01 30.86 OF PROJECT MANUAL FOR PAYMENT PROCEDURES                                                                                                                                                                                                                                                                                                                                                 DIRECTIONAL DRILLING WATERMAIN INSTALL NOTES                                                                                                                                                                                                                                                                                 ***GROUNDWATER DEPTH AS OBSERVED DURING
                                                                                              6. BULKHEAD EXPOSED ENDS OF ALL ABANDONED PIPES                                                                                                                                                                                                                                                                                                                                                                                              1. CONTRACTOR MUST PHYSICALLY LOCATE AND CONFIRM EXISTING SERVICES/MAINS AT CRITICAL CROSSINGS                                                                                                                                                                                                                              BORING. LIKELY TO FLUCTUATE
                                                                                              7. TEMPORARY BYPASSING OF SANITARY SEWER REPLACEMENT IS INCIDENTAL.                                                                                                                                                                                                                                                                                                                                                                              TO ENSURE NO DAMAGE TO CROSSING PIPES/LINES (INCLUDE IN PRICE FOR HDD)                                                                                                                                                                                                                                                  SEE GEOTECHNICAL REPORT IN PROJECT MANUAL FO
                                                                                              1150                                                                                                                                                                                                                                                                                                                                                                                                                                         2. PLAN DEPTH OF WATERMAIN IS ASSUMED PATH FOR DIRECTIONALLY DRILLING MAIN AND ACHIEVING                                                                                                                                                                                                                    1150            ADDITIONAL SOIL/ROCK INFORMATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               REQUIRED 18" VERTICAL CLEARANCE FROM CROSSING STORM SEWERS. CONTRACTOR MAY ALTERNATIVELY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               REVISE TO SHALLOWER DEPTH AND ACHIEVE VERTICAL OFFSET WITH BENDS AND INSULATION. REVISIONS TO
                                                                                                                                                                          2S-050                                                                                                                                                                                                                                                                                                                                                               PROFILE SUBJECT TO ENGINEER REVIEW. IF USING ALTERNATE PROFILE, COST OF ADDITIONAL FITTINGS,
                                                                                                                                                                    300+66.43, 12.37' RT                                                                                                                                                                                                                                                                                                                                                       EXCAVATIONS & INSULATION (BEYOND PLAN QTY) MUST BE INCLUDED IN PRICE FOR HDD.
                                                                                              1145                                                                      R=1140.41                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1145
                                                                                                                                                                      I=1123.81 6" E

                                                                                                                                    STA 300+07, 52' LT                  B-4

                                                                                              1140                                                                                                                                                                                                                                                                               EG PROFILE OVER WATERMAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1140


                                                                                              1135                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2S-040                                                                                                                                                                                            1135
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              304+62.77, 23.84' RT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   R=1128.07
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                I=1121.77 6" W
                                                                                                                                                            TEE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  I=1121.78 6" E                                                                                                                                                              B-5
                                                                                              1130                                                   300+52.36                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1130
                                                                                                                                                      I=1132.25                                                TEE                             1.5' MIN COVER
                                                                                                                                                                                                               300+71.22                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     5' rock depth
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              REVISED WATER PROFILE (7.5' COVER)
                                                                                                                                                                                                               I=1131.65                                                                               EX 15" STM
                                                                                              1125                                                                                                                                                                                                     INV = 1126.74                                                                                                                                                                                                                                                                                                                                                                                                                   6' Rock                                                                                                         1125

                                                                                                                                                                                                                                                                                                                                                                                                                                           10" PVC W
                                                                                                                                                                                                                                                            GRADE BREAK                                                                                                                                                                                              M
                                                                                                                                                                                                                                                                301+53.1                                                                                                                                                                                                                                                                                                24" STM
                                                                                              1120                                                                                                                                                                                                                                                                                                                                                                                                                                                                 INV = 1120.33                                                                                                                                                                                                                                                                       1120




c Bolton & Menk, Inc. 2025, All Rights Reserved
                                                                                                                                                                                                                                                               I=1124.13                                                                                                                                                                                                                                                                                                                                                                                             EX 24" STM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     INV = 1119.06
                                                                                                                                                                                                                                                            ASSUMED ROCK DEPTH FROM                                                                                                                                                                                                                                        GRADE BREAK                                                                                                                                                                                                                                              TEE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               304+25.3                                                                                                                                                                  GRADE BREAK
                                                                                                                                                                                                                                                        S.A.P. 025-612-011 PROJECT DATA                                                                                                                                                                                                                                                                                                                                                                                                                  304+65.1                                                             305+68.73
                                                                                              1115                                                                                                                                                                                                                                                                                                                                                                                                                            I=1117.77                                                                                                                                                                                                                                       I=1118.57                                                                1115
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      4" POLYSTYRENE                                                                                                                                                     I=1117.77
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          INSULATION                                                                                                                                                1.5' MIN COVER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               30"-42" ROCK EXCAVATION
                                                                                                                                                                                                                                                                     EG ELEVATION OVER WATERMAIN                                                                                                                                                                                                                                                                                                                                                                                                                                                                               105.0 ft
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EX 138" SPAN ARCH PIPE
                                                                                              1110                                                                                                                                                                        ELEVATION AT WATERMAIN INVERT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     INV = 1108.18'                                                                                                                                          EX 138" SPAN ARCH PIPE                                       UP TO 50 CY                                                                  1110
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             INV = 1105.79'




H:\KENYON_CI_MN\24X134934000\CAD\C3D\134934000C401.dwg 6/5/2025 4:54:12 PM
                                                                                                                                             1141.5            1141.1                                 1139.9                  1139.0                    1137.4                          1135.8                 1134.5               1133.8             1133.0                            1132.4                    1131.7                      1131.0                            1130.4                     1129.9                   1129.4                       1129.1                           1128.8                                      1128.5                                            1128.3                               1128.3               1128.7                  1129.3                1129.8                  1130.3
                                                                                                                           1142.5            1133.13           1132.33                                1131.30                 1129.01                   1126.71                         1124.42                1123.62              1123.03            1122.45                           1121.86                   1121.28                     1120.70                           1120.11                    1119.53                  1118.94                      1118.36                          1117.77                                     1117.77                                           1117.84                              1118.02              1118.20                 1118.38               1118.56                 1118.73
                                                                                              1105                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1105
                                                                                                        299+75            300+00                                                                                             301+00                                                                                                302+00                                                                                                      303+00                                                                                                             304+00                                                                                                                                                           305+00                                                                                        306+00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              KENYON, MINNESOTA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              DESIGNED                                                   NO.            ISSUED FOR                              DATE
                                                                                                                                                                                                                   I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CWH                                                                                                                                                                                                                                                          SHEET
                                                                                                                                                                                                                   BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED                                                                                                                                                                                              2900 43RD STREET NW, SUITE 100                                                                                                                                                        1                  WCD-1                          10/06/2025
                                                                                         0               25                                    0                    5                                 10           PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
                                                                                                                              50                                                                                                                                                                                                                                                                                                                                                        ROCHESTER, MN 55901                                                                                                   DRAWN

                                                                                 HORZ.
                                                                                          SCALE                        FEET
                                                                                                                                       VERT.
                                                                                                                                                SCALE                                         FEET                     DEREK OLINGER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Phone: (507) 208-4332
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Email: Rochester@bolton-menk.com
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CHECKED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CWH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2025 STREET & UTILITY IMPROVEMENTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         UTILITY PLAN & PROFILE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   C4.03
                                                                                                                                                                                                                                                                                                                                                                             R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         www.bolton-menk.com                                                                                                  CLIENT PROJ. NO.
                                                                                                                                                                                                                                  54287                                                  06/10/2025                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2ND ST 300+00-306+00
                                                                                                                                                                                                                       LIC. NO.                                      DATE                                                                                                                                                                                                                                                                                                                                                        134934                                                                                                                                                                                                                                                                  18
                                                                                                                                                                                                                                                                                                                                                                                                            STA 308+63.5
                                                                                                                                                                                                                                                                                                                                                                                                            1 EA 10" 90° BEND
                                                                                                                    661400030                                                         >
                                                                                                                 1022 2ND STREET                                                                                                                                                                                                                                                                            STA 308+81.5 - 308+83.5                                         rock at 8'
                                                                                                                                                                                                                                                                                                                                                                                                            2 EA 10" 45° BEND
                                                                                                                                                                                      >




                                                                                                                                                                                           8" VCP SAN. SEWER
                                                                                                                                                                                                                                                                                                                                                                                                            STA 308+97
                                                                                                                                                                                                                              661400090                                                                                                                                                                     1 EA 10"X10" TEE
                                                                                                                                                                                      >                                    1028 2ND STREET                                                                                             661400080                                                            13 LF 10" PVC WM
                                                                                                                                                                                                                                                                                                                                    1032 2ND STREET                                                         1 EA 10"X6" REDUCER
                                                                                                                                                                                                                               4" Conc Walk (to be                                                                                                                                                          1 EA 6" GATE VALVE & BOX
                                                                                                                                                                                                                            replaced entirely - 5' wide)                                                                                                                                                    1 EA 6" SLEEVE                                                                     Frontier Ped
                                                                                                                                                                                      >
                                                                                                                                                                                                                                                                                                                                                                                                            STA 308+97' RT                                                                                                             REPLACE PAVEMENT MARKINGS AS NEEDED,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    R




                                                                                                                                                                                                                                                                                                                                                                                                            1 EA DISCONNECT EX WATERMAIN                                                                                               GENERALLY CONSISTING OF 4" SOLID,
                                                                                                                                                                                  1" WATER SERVICE                                                                                               1" WATER SERVICE                                1" WATER SERVICE
                                                                                                                                                                                      >                                                                                                                                                                                                                                                                                                                                                DOUBLE YELLOW AND SINGLE WHITE
                                                                                                                                                                                            1" WATER SERVICE
                                                                                                                                                                                                                                                                                                                                                                                                      G
                                                                                                                                                                              G

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              G                                                           CB
                                                                                                                                         306                                                                                                         307                                         10" WM HDD OPEN CUT                                    308                                                                                                                                                                                               R=1141.94




                                                                                                                              MATCH LINE - 306+00
                                                                                                                                                           l              l
                                                                                                                                                                          G
                                                                                                                                                                                      >
                                                                                                                                                                                           l                               l                 l                l                    l               l                   l                     l             l                   l              l        G                                                                                                                                                  I= W 1136.54
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          I= E 1137.14
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            C
                                                                                                                                                                                                                                                                                                                                                                       2




                                                                                                                                                               202 sf                                                                                                                                              986.7 sf
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          I= SE 1138.70
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          I= SW 1136.70
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   C
                                                                                                                                                          F-D             F-D               F-D sf                   F-D               F-D                                                                                                                                                                                                                      G                     G                     G
                                                                                                                                                                                          220.1
                                                                                                                                                                                                                                                                                                                                                                                                      SEWERG                          146.3Gsf                                                                                                                                                                                                                                                                         >>
                                                                                                                                                                    l
                                                                                                                                                                                                                   24" RCP STRM. SEWER                                                                                                                                                             G
                                                                                                                                                                                                                                                                                                                                                                                          G RCP STRM.
                                                                                                                                                                                                                                                                                                                                                                                        24"                                                                                                                                                                                                                                                                                            >>                      >>
                                                                                                                                                                                                                                                                                                                                                                                                                          l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >>                       >>
                                                                                                                                                                                                                                                                          >> >>                 >> >>                          >>                    >>>>                  >>                     >>                    >>>>                >> >>                                >>                              >> >>
                                                                                                                                                                                                                                                                                                                                                                           G
                                                                                                                                                                                                                                                                                                                                                        G                                                                                                                                                                                                                   >>                              >>



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >>
                                                                                                                                      >>                       >>             >>                         >>                >>                    >>                                                               >>       G           >>    G                             >>                      >>                                                               >>                         >>                                                                                                 15" RCP STRM. SEWER

                                                                                                                                                                                                               2ND STREET
                                                                                                                                                                                                                                                                                                           G


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2ND STREET
                                                                                                                                                      G             G             G                   G                                                G                  G                 G                                                                                                                                     MH STRM
                                                                                                                                                                    l                 >                                G           G                                          CB                                                                                                                              66.0 ft                                                                     OEC
                                                                                                                                                                                                                                                                              R=1133.35                                                                                                                                           R=1140.89



                                                                                                                                                                                                                                                                                                                                                                                                                        10" WM
                                                                                                                                                                                                                                                                                                                                                                                   G
                                                                                                                                                                                                                                                                                                                                                                                                                                  I= W 1130.59




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           15" RCP STRM. SEWER
                                                                                                                                                                                                                                                                              I= E 1129.25
                                                                                                                                                                                     17+00
                                                                                                                                                                                  PC-090                                                                                      I= S 1128.37        18+00                                                                                                     19+00                 I= E 1130.61                                                                                          20+00                                                                                                                                               21+00                           2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >           >
                                                                                                                                                                    l
                                                                                                                                                                                                                                                           >>                                                                                                                                                                     I= SE 1130.82       8" VCP SAN. SEWER                                                                                                                                                                                                                                                                                  >      >      >     >          >   >
                                                                                                                                                            >
                                                                                                                                                                                                                                                                              I= W 1127.95
                                                                                                                                                                                                                                                                                                                                      8" VCP SAN. SEWER                                                                                                                                                                                                               >                           >                         >                   >                      >                    >                  >     >          >   >      >      >
                                                                                                                                                    8" VCP SAN. SEWER>                S                        >               >                 >                >                    >               >                       >                 >             >                   >              >                 S                  >                  >                      >                     >                          >
                                                                                                                                                                                                                                                                                                                                                                                             G
                                                                                                                                                                                                                   8" VCP SAN. SEWER                                                                                                                                                                     2S-010 22
                                                                                                                                                                                                               G
                                                                                                                                                                    l
                                                                                                                                                                                                                                                                                                                                                                       6" lCIP WM l                                                                            6" CIP WM                               OEC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      l                              l                              l                     l                          l                  l                  l                l                  l
                                                                                                                                                     l        l        l                         l                  l         l      l                                l                 l              l                   l                 l         l                                                  l    2,194.5+0sf
                                                                                                                                                                                                                                                                                                                                                                                                                                 309                  l              l                            l
                                                                                                                                                                                                                                                                                                                                                                       (ABANDON)                             l           0        >                                                                                                                                        CB

                                                                                                                                                    25.2 ft         l                                   MH STRM
                                                                                                                                                                                                        R=1131.23                                                     CB           >>                      CLVT
                                                                                                                                                                                                                                                                                                                                                                                                        G
                                                                                                                                                                                                                                                                                                                                                                                                                                                               CONNECT TO EX MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           R=1141.98
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           I= SE 1138.58
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             l
                                                                                                                                                                                                        I= E 1122.23
                                                                                                                                                                                                               G                                                      R=1133.50                                DISCONNECT AND BULKHEAD EX WATER MAIN
                                                                                                                                                                                                                                                                                                               INV=1133.52                                                                                                                       >             FIELD VERIFY                                           OEC                                                  I= S 1138.03
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           I= N 1137.80
                                                                                                                                                                                                        I= N 1121.92                                                  I= N 1128.75                                                                                                                CLVT       >>                                                                                                                                         CLVT
                                                                                                                                                                                                                                                                                                                                                                                                                                  >>
                                                                                                                                                                    l
                                                                                                                                                                                                        I= W 1122.08                                                  I= E 1129.20                                                                                                                    INV=1137.28                                         >>                         >>                                               CLVT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                >>
                                                                                                                                                                                                                                                                                                                                                                                                                          G                       l                 >           8"                                                                               INV=1138.16
                                                                                                                                                                                                                                                                                                                                                                                                                                                      3




                                                                                                                                                                                                                                                                                                                                                                                                                                                           6"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                CIP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     VC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PS                                          OEC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       INV=1139.32                                                                                                                                                                                                                     SOIL PROFILE LEGEND & NOTES
                                                                                                                                                                              1" WATER SERVICE                                                                                                                                                                                                                                                                    l WM                        AN
                                                                                                                                                                                                                                                                                                                                                                                                                         INV=1139.83    G   CLVT                                          >       .S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EW                                                                                                                                                                                                                                                                   SILT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     OEC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CLAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                      >> G
                                                                                                                                                                                                                                                                                                                                                                                       cap                                                                                                                                                                   OEC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            OEC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SAND/GRANULAR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CLVT                   l                                                                                                                                                                                                                                                                   HARD ROCK (SHAKOPEE DOLOSTONE)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                MA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        G                                                         >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      INV=1140.25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      21
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           +0                                                                     OEC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SOFT ROCK (SHAKOPEE DOLOSTONE)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          l                   0                            OEC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PAVEMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          NT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          G
                                                                                                                                                                                                                                                                                                                                                                                                  STA 309+07, 4' RT                                                                                                                                              >
                                                                                         NOTES:                                                                                                                                                                                                                                                                                                   1 EA DISCONNECT EX WATERMAIN                                                                                                                      l                                                                                    OEC                                                                                                                                      ESTIMATED ROCK PROFILE**
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            OR
                                                                                         1. EXISTING SERVICE LOCATIONS ARE APPROXIMATE AND WILL VARY FROM PLAN (NO ADJUSTMENT IN PAYMENT).
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        >                                                                                                                                                                                         OBSERVED GROUNDWATER***
                                                                                            CONTRACTOR SHALL VERIFY ACTUAL LOCATIONS AND THAT SERVICE IS ACTIVE PRIOR TO CONNECTING (INCIDENTAL).                                                                                                                                                                                                                                                                                                                                                                           l           OEC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       **ROCK PROFILE ILLUSTRATED ON PLAN IS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              VIL
                                                                                                                                                                                                                                                                                                                                                                                                  STA 309+10                                                                                                                  G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            OEC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXTRAPOLATED OR INTERPOLATED FROM SOIL
                                                                                         2. INSTALL SANITARY AND WATER TRACER SYSTEMS, SEE SPECIFICATIONS.                                                                                                                                                                               661400211                                                1 EA 10" 45° BEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  l                                                                                                                                                                    BORINGS. THE CITY NOR ENGINEER GUARANTEE ITS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            LE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Ftr Copper (need to locate)
                                                                                         3. MAINTAIN 18" MINIMUM VERTICAL SEPARATION BETWEEN WATERMAIN AND SEWER AT ALL CROSSING, SEE DETAILS.                                                                                                                                        1049 2ND STREET                                                                                                                                                                                                    G                                                                                                                     OEC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ACCURACY. RELIANCE ON SUCH INFORMATION FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >
                                                                                         4. MAINTAIN MINIMUM 7.5' COVER OVER WATERMAIN & SERVICES.                                                                                                                                                                                                                                                STA 309+23                                                                                                                                                                                          OEC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       BIDDING OR CONSTRUCTION IS AT THE SOLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        RD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        l
                                                                                         5. VALVE BOXES AND MANHOLE CASTINGS SHALL BE RAISED TO SURFACE FOLLOWING INSTALLATION OF BOTH BASE                                                                                                                                                                                                       1 EA 10"X6" REDUCER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                OEC                                                                    DISCRETION OF THE THE CONTRACTOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >
                                                                                            AND WEARING COURSE OF PAVEMENT, SEE 33 01 30.86 OF PROJECT MANUAL FOR PAYMENT PROCEDURES                                                                                                                                                                                                              1 EA 6" GATE VALVE & BOX                                                                                                                                                                            G                                                                                                                                                                ***GROUNDWATER DEPTH AS OBSERVED DURING
                                                                                         6. BULKHEAD EXPOSED ENDS OF ALL ABANDONED PIPES                                                                                                                                                                                                                                                          1 EA 6" SLEEVE                                                                                                                                                                                                  OEC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               OEC                                                     BORING. LIKELY TO FLUCTUATE
                                                                                         7. TEMPORARY BYPASSING OF SANITARY SEWER REPLACEMENT IS INCIDENTAL.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       20                                                                                                  SEE GEOTECHNICAL REPORT IN PROJECT MANUAL FO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        +0
                                                                                                                   1150                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          C
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1150                            0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >                             OEC                                               ADDITIONAL SOIL/ROCK INFORMATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                  2S-010                                                                                                                                                                                                               DIRECTIONAL DRILLING WATERMAIN INSTALL NOTES
                                                                                                                                                                                                                                                                                                                                                                                                                                            308+94.50, 9.49' RT                                                                                                                                                                                                         1. CONTRACTOR MUST PHYSICALLY LOCATE AND CONFIRM EXISTING SERVICES/MAINS AT CRITICAL CROSSINGS
                                                                                                                                                                                                                                                                                                                                                                                                                                                R=1140.89                                                                                                                                                                                                                   TO ENSURE NO DAMAGE TO CROSSING PIPES/LINES (INCLUDE IN PRICE FOR HDD)
                                                                                                                                                                                                                                                                                                                                                                                                                                              I=1130.61 6" E                                                                                                                                                                                                            2. PLAN DEPTH OF WATERMAIN IS ASSUMED PATH FOR DIRECTIONALLY DRILLING MAIN AND ACHIEVING
                                                                                                                   1145                                                                                                                                                                                                                                                                                                                      I=1130.82 6" SE                                                                                                                                                                                   1145                         REQUIRED 18" VERTICAL CLEARANCE FROM CROSSING STORM SEWERS. CONTRACTOR MAY ALTERNATIVELY
                                                                                                                                                                                                                                                                                                                                                                                                                                             I=1130.59 6" W                                                                                                                                                                                                                 REVISE TO SHALLOWER DEPTH AND ACHIEVE VERTICAL OFFSET WITH BENDS AND INSULATION. REVISIONS TO
                                                                                                                                                                                                                                                                                                                                                                       EG PROFILE OVER WATERMAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           B-6                                                                                              PROFILE SUBJECT TO ENGINEER REVIEW. IF USING ALTERNATE PROFILE, COST OF ADDITIONAL FITTINGS,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  STA 308+72, 96' LT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXCAVATIONS & INSULATION (BEYOND PLAN QTY) MUST BE INCLUDED IN PRICE FOR HDD.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  (PROJECTED PROFILE
                                                                                                                   1140                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ALONG 2ND ST) 1140

                                                                                                                                                                             PC-090                                                                                                                                                                                                                                                                                                                                  EX 18" STM
                                                                                                                                                                        1+50.00, 0.00' LT                                                                                                                                                                                                                                                                                                                            INV = 1137.97
                                                                                                                                                                           R=1131.23
                                                                                                                   1135                                                 I=1122.08 6" W                                                                                                                                                                                                                                                                1.5' MIN COVER                                                                                                                                                                           1135
                                                                                                                                                                         I=1122.23 6" E
                                                                                                                                                                         I=1121.92 8" N                                                                     REVISED WATER PROFILE (7.5' COVER)                                                                                                           EX 24" STM
                                                                                                                                                                                                                                                                                                                                                                                                       INV = 1133.97

                                                                                                                   1130                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1130
                                                                                                                                                                                      7' Rock Depth


                                                                                                                                                                                                                                                                                                                                                                                             GRADE BREAK                                                       45° BEND
                                                                                                                                                                                                                                                                                                                                                                                                 90° BEND                                                      308+83.57
                                                                                                                                                                                                                                                                                                                                                                                                                                                               I=1133.00
                                                                                                                   1125                                                                                                                                                                                                                                                                          308+63.6                                                                                                                                                                                                                                      1125
                                                                                                                                                                                                                                                                                                                                                                                                I=1131.17
                                                                                                                                                                                                                                                 VC WM
                                                                                                                                                                                                                                   10" P                                                                                                                                                                              45° BEND
                                                                                                                                                                                                                                                                                                                                                                                                                    308+81.57
                                                                                                                   1120                                                                                                                                                                                                                                                                                              I=1131.17                                                                                                                                                                                                                 1120




c Bolton & Menk, Inc. 2025, All Rights Reserved
                                                                                                                                                                                                                                                                      135.0 ft
                                                                                                                                                                                                                                                                                                                                                                                                                     I=1131.17
                                                                                                                                                                                                                                                 0"-24" ROCK EXCAVATION
                                                                                                                                                                                                                                                             UP TO 20 CY
                                                                                                                                                                        GRADE BREAK
                                                                                                                                                                            306+60.4
                                                                                                                   1115                                                    I=1119.17                                                                                                                                                                                                                                                                                                                                                                                                                                                           1115
                                                                                                                                                                    55.0 ft
                                                                                                                                                                                                                                                           EG ELEVATION OVER WATERMAIN
                                                                                                                                                    24"-42" ROCK EXCAVATION
                                                                                                                   1110                                        UP TO 22 CY
                                                                                                                                                                                                                                                             ELEVATION AT WATERMAIN INVERT                                                                                                                                                                                                                                                                                                                                                     1110




H:\KENYON_CI_MN\24X134934000\CAD\C3D\134934000C401.dwg 6/5/2025 4:54:17 PM
                                                                                                                                1130.3                          1130.8                1131.6                         1132.5                  1133.8                       1135.0                  1136.2                           1137.6             1139.1                       1140.3                  1140.8                      1141.1                   1141.3                                1141.4
                                                                                                                   1105         1118.73                         1118.91               1119.09                        1120.03                 1121.51                      1122.98                 1124.46                          1125.94            1127.41                      1128.89                 1130.36                     1131.17                  1133.00                               1133.00                                                                                                                                  1105
                                                                                                                              306+00                                                                                                         307+00                                                                                                  308+00                                                                                                     309+00                                                                                                                                                      310+00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               KENYON, MINNESOTA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                DESIGNED                          NO.          ISSUED FOR               DATE
                                                                                                                                                                                               I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CWH                                                                                                                                                          SHEET
                                                                                                                                                                                               BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED                                                                                                                                                                                          2900 43RD STREET NW, SUITE 100                                                                                                                                                                          1               WCD-1              10/06/2025
                                                                                     0          25                        0                               5                     10             PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
                                                                                                           50                                                                                                                                                                                                                                                                                                                                                   ROCHESTER, MN 55901                                                                                                                                             DRAWN

                                                                             HORZ.
                                                                                     SCALE               FEET
                                                                                                                  VERT.
                                                                                                                          SCALE                                           FEET                 DEREK OLINGER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Phone: (507) 208-4332
                                                                                                                                                                                                                                                                                                                                                                                                                                                          Email: Rochester@bolton-menk.com
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CHECKED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CWH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               DO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2025 STREET & UTILITY IMPROVEMENTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            UTILITY PLAN & PROFILE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   C4.04
                                                                                                                                                                                                                                                                                                                                                                   R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 www.bolton-menk.com                                                                                                                                            CLIENT PROJ. NO.
                                                                                                                                                                                                          54287                                                   06/10/2025                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2ND ST 306+00-309+00
                                                                                                                                                                                               LIC. NO.                                           DATE                                                                                                                                                                                                                                                                                                                                                                                   134934                                                                                                                                                             19
                                                F-D



                                                                                                                                                                                                                                                                                         ALTERNATE 1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >>
                                                                                                         l




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SPRING STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  D             >>
                                                                             >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           666600260
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1010 2ND STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           >
                                                F-D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PEARL CREEK
                                                                                                         l                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1022 2ND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                >>




                                                                             BULLIS STREET
                                                                             >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           >
                                                F-D
                                                                                                     l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              OC

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EX-20.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  200+00
                                                                    >>                               l                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >                                                                                                                                                  CLVT                                                       CLVT
                                               F-D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          OC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CLVT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              >>                                                                                                                                                     >>                                                             >>                                                                                                                 661400020


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EX 30" RCP
                                                            >>                                      l
                                                                                                                                                                                                                                                                                                                          665100040                                                                                                                                                                                                                                                                        >                                                                                                                                                                                                                                                                                                                        1018 2ND STREET
                                               F-D                                                                                                                                                                                                                                                                      410 5TH STREET                                                                                                                                                                                                 R




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          OC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >>                                                                                                          G

                                                                                                                                                                                                                                                                                                                                                                                CP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     R




                                                                                                                                                                                                                                                                                                                                                                             "R   >>                                                                                                                                                                                                          >>                              >>                                                                                                                                                                                    >>
                                                                                                                                                                                                                                                                                                                                                                         15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >                                                                                                                                           >>
                                                                                                                                                                                                                                                                                                                                        EX
                                                    >>                                                                                                                                                                                                                                                                                                                                                                                                                                               >>
                                                                                                                                                                                                                                                                                      11 LF                                                                                            15 LF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     G
                                               F-D                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >>
                                                                                                                                                                                                                                                                                                                                       >>                                              18" STM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        >>            >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          OC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          C                                                                                                   EX-20 20 40 LF                                                                                                                                                                                     C
                                                                                                                                                                                                                                                                                   18" STM                      EX-11                                                                                                                                              EX 36" RCP                                                                                                                                                                                                                                                                         24"
                                                                                                                                                                 EX 36" RCP                                                                                                                                                                                                                                                                                                                                                                                                                   D                                                                                                                                                           RCP                                                                                                       l               l                l                    l                 l
                                                                                           PI: 8+50.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  >
                                                                              >>
                                                                                                  l
                                                                                                  >>               >>             >>             >>              >>                >>             >>                >>              >>                >>               >>           >>               >>             2




                                                                                                                                                                                                                                                                                                                         D                                               >>                      >>               >>                  >>               >>                  >>                  >>              >>                     >>                    >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            OC                 OC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  >>>>         OC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               OE                            OC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             OE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  l                  l                   l                l                   E                   l                             l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                X 24>>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 OC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 OE                 OC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    OE             OC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   OE                      OC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           OE               OE                 OE
                                                                                                                                                                                                                                                                                                                                                                                                                                                              OC
                                                                                                                                                                                                                                                                                                                                                                                                                                                              OE
                                                                                                                                                                                                                                                                                                                                                                                                            OC
                                                                                                                                                                                                                                                                                                                                                                                                            OE                  OC
                                                                                                                                                                                                                                                                                                                                                                                                                                OE              OC
                                                                                                                                                                                                                                                                                                                                                                                                                                                OE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         " RC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 G


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PI: 13+46.54
                                                                                                              >>                                                                                                                                               OE
                                                                                                                                                                                                                                                               OC           OC
                                                                                                                                                                                                                                                                            OE           OE
                                                                                                                                                                                                                                                                                         OC               OE
                                                                                                                                                                                                                                                                                                          OC                            OE
                                                                                                                                                                                                                                                                                                                                        OC                                              OE
                                                                                                                                                                                                                                                                                                                                                                                        OC                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    OE
                                                                                                                                                                                                                                              OE
                                                                                                                                                                                                                                              OC
                                              F-D                                  OC
                                                                                   OE                    OC
                                                                                                         OE         OC
                                                                                                                    OE            OE
                                                                                                                                  OC             OC
                                                                                                                                                 OE             OE
                                                                                                                                                                OC            OE
                                                                                                                                                                              OC             OC
                                                                                                                                                                                             OE              OC
                                                                                                                                                                                                             OE              OE
                                                                                                                                                                                                                             OC
                                                                                                                                                                                                                                                                       45° BEND (18")                                                                                                                                                                                                                                                                                     >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >>                                              P                                                                                                                                F-D
                                                                                                                                                                                                                                                                                               11.5                          11.1                                                                                                                                                                                                                                                        >>                                                                                                                                                                                                                                                        2




                                                                                                                                                                                                                                                                                                                                   E
                                                                                                                   >>        >>   >>        >>        >>   >>            >>   >>        >>    >>        >>         >>      >>       >>      >>         >>         >>    (INCIDENTAL)
                                                                                                                                                                                                                                                                         >>   >>   >>          >>   >>

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2ND STREET
                                                                                                                                                                                                                                                                                                                                   >>                                        >>         >>            >>     >>            >>        >>        >>     >>      >>           >>         >>       >>        >>        >>        >>            >>         >>         >>                                                                                                      G             G                     G               G            G                                                                                                                 >>                      >>               >>                       >>                 >>                       >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             >>                                                                                                                                                                   G                              G                           G                         EX-20.2  G               G            RCP STRM.G SEWER G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         24" G                                              OE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     G                G
                                                                                                                                                                                                                                                                            33 LF                                                                                                                                                                                                                                                                                                                        >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >>
                                                                                                                                    9+00                                                                                10+00                                            18" STM                          11+00                                                                                                                                       12+00                                                                                                13+00                                                           l                                                      >                  >               >         >                                  >                                     >                    S                          >                   8"> VCP SAN. >SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    l                      l

                                                                                                                                                                 5TH STREET                                                                                                                   >> l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   E
                                                                                                                         l             l WM
                                                                                                                                  6" CIP              l              l             l          l               l                 l             l                         l           l                                    l
                                                                                                                                                                                                                                                                                                                                       E
                                                                                                                                                                                                                                                                                                                                                                              l                              l                   l              l             l                  l              l              l                  l                              l                  >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    6" CIP WM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 8" VCP SAN. SEWER                                                       >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >>                                                                         >                 >                    > O
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              E
                                                                                                                                                                                                                                      CONNECT TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         l
                                                                                                                                                                                                                                                                                                          11.2                                                                                                                                                                                                                                                                               >>                                                                                                                                                                                                                                                                                                                               6" CIP WMl
                                                                                                                                                                                                                               EX 18" CMP USING                                                                                                                                                                                                                                                                                                                                                          >                                                      l                 l              l                   l               l                   l                                l                          l                                  l                   l                l                l                l                                  l




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   138" SPAN ARCH PIPE
                                                                                                                                                                                                                                   >>X   >> X >> X >> X >>X                                   >>      >>                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            >>
                                                                                                                                                                                                                    MARMAC WATER-TIGHT   COUPLER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   E
                                                                                                                                                                                                                                                                                                                                       >>                                     >>         >>            >>        >>         >>        >>        >>     >>         >>        >>         >>       >>        >>        >>        >>                >>     >>            >>




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             138" SPAN ARCH PIPE
                                                                                                                                                                                                                                         X                                                     X      X           X                X                                     X         X         X         X     X         X         X        X     X      X      X        X         X         X    X        X     X         X         X                   X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               >>
                                                                                                                                                                                                                                X
                                                                                                                                                                                                                                                                                                                                       E                                                                                                                                                                                                                         X


                                                                                                                                                                                                                                                                                                   EX 11.3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >>


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             >         >
                                                                                                                                                                                                                                          X
                                                                                                                                                                                                                                                                            >>                                                                                                                                                                                                                                                                                        X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >>


                                                                                                                                                                                                                                                                                                                           20+00
                                                                                                                                                                                                                                                                       ER                                                                                                                                                                                                                                                                                                 X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             >>
                                                                                                                                                                                                                                          X                         W                                                                   E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         8" VCP SAN. SEWER
                                                                                                                                                                                                                                                           ST                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >>


                                                                                                                                                                                                                                                                                                                           >>
                                                                                                                                                                                                                                                              RM                                                                                                                                                                                                                                                                                                              X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          l
                                                                                                                                                                                                                                          X                   >> SE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     X        X        X

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 D X                                                                                                     >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          X                 X            X                    X             X           X       X                                     X       X




                                                                                                                                                                                                                                                                                                               6" PVC STRM SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           X                                                                                                             X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           >>X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    X        X                           X       X           X   X            X      X                                                                                                                                           X        X
                                                                                                                                                                                                                                                    1                                                                                                                                                                                                                                                                                                                                                                                                                                                            >>         >>
                                                                                                                                                                                                                                                   >>8" C                                                                                                                                                                                                                                                                                                                                                                                                                                                         30" RCP STRM . SEWER >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              X

                                                                                                                                                                                                                                                          M          666800400                                                                                                                                                                                                                                                                                                      C
                                                                                                                                                                                                                                                           P       400 6TH STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          l                                                                                                                                                                         >>
                                                                                                                                                                                                                                                                  536.51' FRONTAGE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CLVT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >                                                                                                                                                                                                                                                                                                                            661400210
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         CLVT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1029 2ND STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  C
                                                                                                                                                                                                                                         >>                                                                                                                                                                                                                                                                                                                                                  >>


                                                                                                                                                                                                                            >>                                                                                                                                                                                                                                                                                                                                                                           >                                            666600180
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1029 2ND STREET


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PEARL CREEK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             >>
                                                                                                                                                                                                              >>
                                                                               SUBGRADE DRAIN NOTES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >
                                                                               1. STR HEIGHT >= 4', SUBDRAIN 1' ABOVE LOW INVERT
                                                                               2. STR HEIGHT < 4', SUBDRAIN 0.5' ABOVE LOW INVERT                                                                  >>                                                                                                                                                                                                                                                                                                                                                                                        >>
                                                                               3. MAX BEND FOR 6" PERF PVC PIPE DRAIN IS 22.5                                                                                                                                                                                                                                                                                                                                                                                                                                                                            >
                                                                               4. SUBDRAIN BENDS, FITTINGS AND CONNECTIONS TO
                                                                                  EXISTING STRUCTURES/PIPES IS INCIDENTAL
                                                                                                                                                                                                                                         1185                                                                                                                                                                                                         1185                                                                                                                                                                                                 1145                                                                                                                                                                                                                                                               1145
                                                                                                                                                                                         >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             >>                S




                                                                                                                                                                                                                                         1180                                                                                                                                                                                                         1180                                                                                                                                                                                                 1140                                                                                                                                                                                                                                                               1140
                                                                                                                                                                                                                                                                                                                                                                                         EX-11                                                                                                                                                                                                                                                                                                                                                 20
                                                                                                                                                                                                                                                                                                                                                                                     20+57.69, 0.00'                                                                                                                                                                                                                                                                                                                                     200+46.91, 0.00'
                                                                                                                                                                                                                                                                                                     11.2                                                                              R=1164.83                                                                                                                                                                                                                                                                                                                                            R=1128.14
                                                                                                                                                                                                                                         1175                                                20+18.03, 0.00' LT                                                                     I=1159.50 18" S                                                   1175                                                                                                                                                                                                 1135                                                                          I=1120.20 24" E                                                                                                                                                                      1135
                                                                                                                                                                                                                                                                                                 R=1165.04                                                                          I=1158.92 36" E                                                                                                                                                                                                                                                                                                                                           EX-20                                                                      EX-20.2
                                                                                                                                                                                                                                                                                              I=1162.30 18" S                                                                      I=1159.72 15" NE                                                                                                                                                                                                                                                                                                                                      200+46.91, 0.00'                                                            200+91.65, 0.00'
                                                                                                                                                                                                                                                                                              I=1160.72 18" N                                                                      I=1158.86 36" W                                                                                                                                                   LEAVE EXIST STRUCTURE & OPENINGS IN                                                                                     TO BE LEFT IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            R=1128.14                                                                  R=1127.70
                                                                                                                                                                                                                                                                                        EX 11.3                 11.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PLACE. CONNECT TO EX PIPE                                                                                                  PLACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         I=1118.23 24" E                                                            I=1121.00 24" W
                                                                                                                                                                                                                                         1170                                        20+12.00, 0.00'        20+43.08, 0.00'                                                                                                                           1170                                                                                           IMMEDIATELY OUTSIDE STRUCTURE W/                                                                      1130                                                                          I=1108.24 30" N                                                                                                                                                                      1130
                                                                                                                                                                                                                                                                                       R=1165.23              R=1164.93
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     WATERTIGHT SEAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SALVAGE CASTING 1 EA                                                                                                                                                        ~40' 24" PP PIPE
                                                                                                                                                                                                                                                                                    I=1162.92 12" S        I=1160.22 18" S                                                                                                                                                                                                                       RECONSTRUCT DRAINAGE STRUCTURE, 9.9 LF                                                                                                                                                                                                                                                                     VARIABLE SLOPE
                                                                                                                                                                                                                                                                                    I=1162.73 18" N       I=1161.52 18" W                                                                                                                                                                                                                            REMOVE EXISTING MH BARREL SECTIONS
                                                                                                                                                                                                                                                                                         11'               I=1159.72 18" N                                                                                                                                                                                                                                      THRU 24" OPENING TO EAST.                                                                                                                                                                                                                                                                               CONNECT AT EXISTING PIPE JOINT
                                                                                                                                                                                                                                         1165                                    EX 12" RCP                                                                                                                                                           1165                                                                                               FIELD VERIFY BARREL JOINT TYPE(S).                                                                1125                                                                                                                                     40'                                                                 WRAP NEW JOINT WITH 1125
                                                                                                                                                                                                                                                                                   @ 0.73%                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          24" RCP                                                             MARMAC COUPLER OR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ORDER & INSTALL NEW BARREL SECTION(S)
                                                                                                                                                                                                                                                                                                                                                                                                                 CONNECT NEW                                                                                                                                                                                                                                                                                                                                                                        @ 0.97%                                                             OTHER WATER-TIGHT SEAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   TO ACCOMMODATE RAISED PIPE OPENING.
                                                                                                                                                                                                                                                                                          6'                                                                                                                     18" PIPE TO EX-11
                                                                                                                                                                                                                                                                                 EX 18" RCP                                                                                                                                                                                                                                                  INITIAL INVESTIGATION TO VERIFY MH BARREL
                                                                                                                                                                                                                                         1160                                      @ 7.13%                                       25'                                                                                                                  1160                                                                                                                                                                                                 1120                                                                                                                                                                                                                                                               1120
                                                                                                                                                                                                                                                                                                                                             25' - 18"
                                                                                                                                                                                                                                                                                                                                                         STM @
                                                                                                                                                                                                                                                                                                                                                                 2.00%




                                                                                                                                                                                                                                                                                                                              18" STM                                                                                                                                                                                                      JOINT TYPE & BUILD HEIGHT TO BE PAID HOURLY
                                                                                                                                                                                                                                                                                                                              @ 2.00%                                                                                                                                                                                                                       AS EXPLORATORY EXCAVATION                                                                                                          4" POLYSTYRENE                                                                                                                                                       CONNECT TO EX STM
                                                                                                                                                                                                                                                                    CONNECT CB 11.2 TO                                                                                                                                                                                                                                                                                                                                                                                                              INSULATION                                                                                              10" WM
                                                                                                                                                                                                                                                                      EXISTING 18" RCP                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              I=1120.59 (FIELD VERIFY)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          EX-20.1                                                                                                           TOP = 1118.65
                                                                                                                                                                                                                                                                                                                                                                                                      15'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      200+00.00, 0.00'
                                                                                                                                                                                                                                         1155                                                                                                                                                         18" STM                                         1155                                                                                                                                                                                                 1115                                                                                                                                                                                                                                                               1115




c Bolton & Menk, Inc. 2025, All Rights Reserved
                                                                                                                                                                                                                                                                                                8" WM                                                                                                 @ 1.50%                                                                                                                                                                                                                                                                            R=1110.56
                                                                                                                                                                                                                                                                                         TOP = 1157.54                                                                                                                                                                                                                                                                                                                                                                                I=1107.69 30" S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXIST BARREL                                                                                                                                                                            (2) 45 DEG BENDS,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SECTION JOINT HERE                                                                                                                                                                            WRAPPED W/

                                                                                                                                                                                                                                         1150                                                                                                                                                                                                         1150                                                                                                                                                                                                 1110                                                                                                                                                                                                                                                               1110
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    WATERTIGHT SEAL




                                                                                                                                                                                                                                         1145                                                                                                                                                                                                         1145                                                                                                                                                                                                 1105                                          EX 138" SPAN ARCH PIPE                                                                                                                                                                                               1105
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   INV = 1108.18'




H:\KENYON_CI_MN\24X134934000\CAD\C3D\134934000C501.dwg 6/5/2025 4:55:29 PM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EX 138" SPAN ARCH PIPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   INV = 1105.79'
                                                                                                                                                                                                                                                                                              1165.6                         1165.4                                                     1165.6
                                                                                                                                                                                                                                         1140                                                 1165.57                        1165.40                                                    1165.57                                                       1140                                                                                                                                                                                                 1100                                                                                                                                                                                                                                                               1100
                                                                                                                                                                                                                                                       19+50                                  20+00                                                                                                                                           21+00                                                                                                                                                                                                                     199+75               200+00                                                                                                                                                     201+00                                                201+50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   KENYON, MINNESOTA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              DESIGNED                             NO.        ISSUED FOR     DATE
                                                                                                                                                                                                                  I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CWH                                                                                                                                                                                                                                                                                                                                              SHEET
                                                                                                                                                                                                                  BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED                                                                                                                                                                                                  2900 43RD STREET NW, SUITE 100                                                                                                               1           WCD-1       10/06/2025
                                                                                             0                     25                                      0                   5                   10             PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
                                                                                                                                       50                                                                                                                                                                                                                                                                                                                                                  ROCHESTER, MN 55901                                                                                DRAWN

                                                                                   HORZ.
                                                                                               SCALE                              FEET
                                                                                                                                                  VERT.
                                                                                                                                                           SCALE                              FEET                DEREK OLINGER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Phone: (507) 208-4332
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Email: Rochester@bolton-menk.com
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CHECKED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CWH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           DO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2025 STREET & UTILITY IMPROVEMENTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     STORM SEWER PLAN & PROFILE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 C5.01
                                                                                                                                                                                                                                                                                                                                                                                                  R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            www.bolton-menk.com                                                                               CLIENT PROJ. NO.
                                                                                                                                                                                                                             54287                                     06/10/2025                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             5TH ST & 2ND ST
                                                                                                                                                                                                                  LIC. NO.                                 DATE                                                                                                                                                                                                                                                                                                                                       134934                                                                                                                                                                                                                                                                                                                                                      20
                                                                               TRAFFIC CONTROL NOTES:                                                                                                                                                                                                                                                                                 TRAFFIC CONTROL SIGNAGE LEGEND
                                                                               DETOURING AND TRAFFIC CONTROL ILLUSTRATED ON SHEET C7.03 AND C7.04 SHALL APPLY TO THE CSAH 12 CLOSURE ONLY. DETOUR SHALL                                                                                                                                                                                                                                                                M4-8                     BLACK ON
                                                                                                                                                                                                                                                                                                                                                                                        R11-2                                  BLACK               DETOUR
                                                                               BE REMOVED IMMEDIATELY AFTER COMPLETION OF CSAH 12 WORK, AS DESCRIBED ON SHEETS C4.03 AND C4.04.                                                                                                                                                                          ROAD                                                                                                        (24 X 12)                   WHITE
                                                                                                                                                                                                                                                                                                                                                        CLOSED                                                                  ON
                                                                                                                                                                                                                                                                                                                                                                                      (60 X 30)                                WHITE                                   M3-4
                                                                                                                                                                                                                                                                                                                                                                                                                                                   WEST                                         BLACK ON                                                                                                                                                                                                                                                              10
                                                                               1.    ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MOST RECENT EDITION OF THE MN MUTCD, INCLUDING "FIELD MANUAL FOR                                                                                                                                                                                                                                                               (24 X 12)                   WHITE
                                                                                                                                                                                                                                                                                                                                                       ROAD CLOSED                      R11-3                                  BLACK
                                                                                     TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS."                                                                                                                                                                                                                           5 MILES AHEAD                                                           ON                                     M3-2                     BLACK ON
                                                                                                                                                                                                                                                                                                                                                       LOCAL TRAFFIC ONLY             (60 X 30)                                                    EAST              (24 X 12)
                                                                               2.    CONTRACTOR SHALL COVER ANY CONFLICTING SIGNAGE. (INCIDENTAL)                                                                                                                                                                                                                                                                              WHITE                                                             WHITE
                                                                               3.    CONTRACTOR SHALL PROVIDE 2 EXTRA TYPE III BARRICADES FOR USE WITH SELECT PRIVATE DRIVEWAYS DURING DETOURING.                                                                                                                                                      ROADCLOSED                       R11-4                                  BLACK                GOODHUE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       M1-6                       WHITE
                                                                                                                                                                                                                                                                                                                                                           TO
                                                                                                                                                                                                                                                                                                                                                       THRUTRAFFIC                    (60 X 30)                                 ON                  12               (24 X 24)                   ON BLUE                                                                                     STAGING REQUIREMENTS
                                                                               4.    CONTRACTOR SHALL RE-ESTABLISH ROADWAY AND PEDESTRIAN ACCESS EACH NIGHT OUTSIDE OF WORKING HOURS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                    COUNTY

                                                                                                                                                                                                                                                                                                                                                                                                                               WHITE                                                                                                                                                         1. FULL CLOSURE AND DETOUR MAY ONLY BE LEFT IN PLACE FOR 7
                                                                               5.    ANY ADDITIONAL TRAFFIC CONTROL NEEDED FOR PAVING OR OTHER WORK SHALL BE APPROVED BY THE ENGINEER AND IN                                                                                                                                                                                                                                   BLACK                                  M5-1                      BLACK ON                                                                                         WORKING DAYS MAX (OR 11 DAYS IF FINAL SURFACE RESTORATION
                                                                                                                                                                                                                                                                                                                                                       NO ACCESS
                                                                                     ACCORDANCE WITH THE LATEST VERSION OF THE MN MUTCD, INCLUDE IN LUMP SUM PRICE FROM TRAFFIC CONTROL.                                                                                                                                                               TO KENYON
                                                                                                                                                                                                                                                                                                                                                                                      (60 X 30)                                 ON                                  (21 X 15)                    WHITE                                                                                           COMPLETED IMMEDIATELY AFTER EXCAVATION)                                                                                                                                                       Restoration to be completed
                                                                                                                                                                                                                                                                                                                                                                                                                               WHITE                                                                                                                                                         2. ACCESS TO 2ND STREET (EAST OF CLOSURE AREA) MUST BE PRESERVED                                                                                                                                   under traffic/partial closure
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       M6-1                     BLACK ON
                                                                                                                                                                                                                                                                                                                                                                                                                             WHITE                                   (21 X 15)                   WHITE                                                                                           AT ALL TIMES.
                                                                                                                                                                                                                                                                                                                                                                                        TYPE 3                                ON                                                                                                                                                             3. CLOSURE MUST BE TEMPORARILY SURFACED AND OPENED TO LOCAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     M5-1A                      BLACK ON
                                                                               TRAFFIC CONTROL LEGEND                                                                                                                                                                                                                                                                                 BARRICADE                             ORANGE                                  (21 X 15)                    WHITE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 TRAFFIC OVER NIGHTS AND WEEKENDS (MINOR EXCEPTIONS ALLOWED)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             4. REFER TO SHEET G2.01 FOR ADDITIONAL REQUIREMENTS.
                                                                                                                                                                                                                                                                                                                                                                                       TYPE A                                                                         M6-1                      BLACK ON
                                                                                                                                                                                                                                                                                                                                                                                      FLASHING                                                                      (21 X 15)                    WHITE
                                                                                                                 OFFICIAL DETOUR ROUTE                                                                                                                                                                                                                         F                                                               AMBER
                                                                                                                                                                                                                                                                                                                                                                                      WARNING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       M6-3                     BLACK ON
                                                                                                                                                                                                                                                                                                                                                                                        LIGHT
                                                                                                                 TYPE III BARRICADE(S)                                                                                                                                                                                                                                                                                                                               (21 X 15)                   WHITE
                                                                                                                                                                                                                                                                                                                                                                                        W20-2                                BLACK
                                                                                                                 SIGN                                                                                                                                                                                                                                       DETOUR                                                            ON
                                                                                                                                                                                                                                                                                                                                                            AHEAD                      (48 X 48)
                                                                                                                                                                                                                                                                                                                                                                                                                            ORANGE

                                                                                                                                                                                                                                                                                                                                                             ROAD                       W20-3                                BLACK
                                                                                                                                                                                                                                                                                                                                                            CLOSED
                                                                                                                                                                                                                                                                                                                                                                                       (48 X 48)                              ON
                                                                                                                                                                                                                                                                                                                                                            AHEAD                                                           ORANGE



                                                                                                                                                                                                                                                                GOODHUE COUNTY HIGHWAY DEPARTMENT FACILITY
                                                                                                                                                                                                                                                                                                                                                                                                                                                     APPLIES TO CSAH 12 CLOSURE ONLY
                                                                                                                                                          TH 56
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DETOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      WEST
                                                                                                                                                                                                                                                                                                 PROJECT AREA                                         DETOUR ROUTE                                                                                                                                                                                                                                                                                                                                                                                                                      GOODHUE


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              DETOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   WEST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             COUNTY


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          GOODHUE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           12       COUNTY

                                                                                                                                                                                   COUN


                                                                                                                                                                                   12
                                                                                                                                                                                       TY


                                                                                                                                                                               EGOOD
                                                                                                                                                                                     HU                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TH 60
                                                                                                                                                                              EAST                                                                                                                                                                                                                                                                                                   TY

                                                                                                                                                                                                                                                                                                                                                                                                                                                                              12     UN


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      750'         DETOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DETOUR
                                                                                                                                                                       R  DETOU
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EAST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CO

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             GOODHUE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                E
                                                                                                                                                                                                                TYCOUN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    UR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             HU
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               OD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    COUNTY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1000'
                                                                                                                                                                                                               12                                                                                                                                                                                                                                                TO                                                                                                                                                                                                                                                                                                                   WEST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                GO


                                                                                                                                                                                                                                                                                                                                                                                                                                                               DE ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     WE                                                  R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         DETOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      OU                                                                                                                                                           12               GOODHUE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              EAST
                                                                                                                                                                                                              GOOD


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DET T
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  COUNTY
                                                                                                                                                                                                                   HUE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              EAS
                                                                                                                                                                                       EAST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        GOODHUE


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              O
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           GO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DH

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CO            UE




                                                                                                                                                                                                                                                                                                                                                              DETOUR
                                                                                                                                                                                   R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 UN
                                                                                                                                                                                       DETOU
                                                                                                                                                                                                                                                                                                                                                                   WEST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             COUNTY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         DETOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TY



                                                                                                                                                       750'                                                                                                                                                                                                                 GOODHUE
                                                                                                                                                                                                                                                                                                                                                                             12        COUNTY                                                                                                                                                                                                                                                                                                                                       12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   COUNTY   GOODHUE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EAST
                                                                                                                                                                                                                                                               DETOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                     TH 60

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             70TH AVE
                                                                                                                                                                                                                                                                     WEST     12
                                                                                                                                                 NTY

                                                                                                                                                                                                                                                                            GOODHUE
                                                                                                                                          12                                                                                                                                          COUNTY


                                                                                                                                  WEST
                                                                                                                                R            E
                                                                                                                                         DHU     COU




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CSAH 1
                                                                                                                                     U                                         DET
                                                                                                                                DETO
                                                                                                                                           GOO



                                                                                                                                                                        EAS T      OUR
                                                                                                                                                                                                                                                                                                                                                                                                                           DETOUR
                                                                                                                                                                          E
                                                                                                                                                                        HU

                                                                                                                                                                                                                                                                                                                                                                                                      12      GOODHUE
                                                                                                                                                                                                                                                                                                                                                                                                                        EAST                                                                                                                                                                                                                                                                                                                                           DETOUR
                                                                                                                                                                      OD
                                                                                                                                                                                                                                                                                                                                                                                                     COUNTY

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            WEST
                                                                                                                                                              12
                                                                                                                                                              CO
                                                                                                                                                              UN
                                                                                                                                                                    GO

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   GOODHUE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    12            COUNTY


                                                                                                                                                                                                                                                                                                                               DETOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           60TH AVE
                                                                                                                                                               TY



                                                                                                                                                                                                                                                                                                                         EAST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               COUNTY

                                                                                                                                                                                                                                                                                                               GOODHUE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         COUNTY

                                                                                                                                                                                                                                                                                                     12
                                                                                                                                                                                                                                                                                                    COUNTY
                                                                                                                                                                                                                                                                                                                                                              COUNTY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                COUNTY


                                                                                                                                                                                                                                                                                                                                                                                                                                                                12                                                                                                                                                                                                                                                       12
                                                                                                                                                                                                                                                                                                                                                              12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DETOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            GOODHUE



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    WEST
                                                                                                                                                                                                                                                               COUNTY                                                                                                                                                                                                                                                                                                                                                                                                                                                    GOODHUE




                                                                                                                                                                                                                                                                                                                                                                                                50TH AVE
                                                                                                                                                                                                                                                              12
                                                                                                                                                                                                                                                                                                                                                                                                                                                               GOODHUE


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           GOODHUE
                                                                                                                                                                                                                                                                                                                                                             GOODHUE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                COUNTY

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EAST                EAST                                                                                            12         COUNTY




                                                                                                                                                                                                                                                                                               40TH AVE
                                                                                                                                                                                                                                                              GOODHUE
                                                                                                                                                                                                                                                                                                                                                            WEST                                                                                              WEST                                                                                                                              12                                                                 DETOUR
                                                                                                                                                                                                                                                                                                                                                                                                                         DETOUR                                                                                           DETOUR                                                                                                                                                                                    DETOUR DETOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                GOODHUE

                                                                                                                                                                                                                                                             WEST                                                                                           DETOUR                                                                                            DETOUR
                                                                                                                                                                                                                                                                                                                         ROADCLOSED                                                                                       WEST                                                                                             WEST                                                              WEST                                                                  WEST
                                                                                                                                                                                                                                                          DETOUR                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DETOUR                                   ROAD


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ROAD CLOSED
                                                                                     TH 60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             5 MILES AHEAD
                                                                                                                                                                                                                                                                                                                             TO                                                                                                                                                                                                                                                              DETOUR                                                                                                                                                                                                                                                             CLOSED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        AHEAD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   GOODHUE


                                                                                                                                                                                                                                                                                                                         THRUTRAFFIC                                                                                                                                                                                                                                                                                                                               12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               GOODHUE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                AHEAD
                                                                                                                                                                                                                                                                                                                                                                                                                          GOODHUE


                                                                                                                                                                                                                                                                                                                                                                                                                          12                                                                                                   12                                                                                                                                                                                                                       750'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            LOCAL TRAFFIC ONLY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    COUNTY
                                                                                                                                                                                                                                                                                                                                                                                                                           COUNTY                                                                                              COUNTY


                                                                                                                                                                                                                                                                            750'                                                                                          750'                                                                                                 750'                                                                                                                         750'                                                                                                                                                      750'         750'                                  750'
                                                                                                                                                                                            12
                                                                                                                                                                                            EAST
                                                                                                                                                                                            DETOUR   EAST
                                                                                                                                                                                                     DETOUR




                                                                                                                                                                                                     12




                                                                                                                                                                                                                                                                                                                                          CSAH 12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CSAH 12
                                                                                                                                                                                                                                                                                                        750'                                DETOUR
                                                                                                                                                                                                                                                                                                                                                                                                      750'                                                                                       750'                                                                                                                                                               DETOUR                 750'                                                       750'
                                                                                                                                                                                                                                                         NO ACCESS
                                                                                                                                                                                                                                                                                                                                            WEST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DETOUR
                                                                                                                                                                                                                                                                                                                                                                COUNTY                                                                                                                                                                                                                        COUNTY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     WEST                                                                                                                                   12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           COUNTY            GOODHUE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EAST                     END
                                                                                                                                                                                                                                                                                                                                                               12                                                                                                                                                                                                                             12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   COUNTY

                                                                                                                                                                                                                                                                                                                              DETOUR                                                                                      DETOUR                                   12                                               DETOUR
                                                                                                                                                                                                                                                         TO KENYON
                                                                                                                                                                                                                                                                                                                                            GOODHUE

                                                                                                                                                                                                                                           M                                                                                                 12                                                                                                                                                                                                                                                                                                                                                                                                                       DETOUR
                                                                                                                                                                                                                                                                                                                                                               GOODHUE                                                                                                                                                                                                                                                                                                GOODHUE


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             GOODHUE

                                                                                                                                                                                                                                                                                                                               WEST                                                                                                                                                                                  WEST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   GOODHUE

                                                                                                                                                                                                                                              AN                                                                                                             WEST                                                         WEST                                                                                                                                                              WEST                                                                                                                                                                      WEST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DETOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                WEST
                                                                                                                                                                                                                                                                                                                                             COUNTY


                                                                                                                                                                                                                                                 T                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   12                GOODHUE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     WEST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       COUNTY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    COUNTY



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DETOUR
                                                                                                                                                                                                                                                    OR                                                                                                                                                                                                                                                                                                                                                                                                                                                        GOODHUE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        WEST
                                                                                                                                                                                                                                                                                                                                GOODHUE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            12
                                                                                                                                                                                                                                                                                                   COUNTY


                                                                                                                                                                                                                                                                                                                                12                          DETOUR                                                                                                                                                                                                                                                                                                                         COUNTY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     GOODHUE


                                                                                                                                                                                                                                                                                                  12
                                                                                                                                                                                                                                                                                                                                                                                                                           GOODHUE


                                                                                                                                                                                                                                                        VI                                                                                                                                                                 12                                  DETOUR                                                12                                                                     DETOUR                                                                                                                                                                    GOODHUE


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      12
                                                                                                                                                                                                                                                           LL                                     GOODHUE                        COUNTY
                                                                                                                                                                                                                                                                                                                                                                                                                            COUNTY                                                                                   COUNTY


                                                                                                                                                                                                                                                               ER                              WEST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       COUNTY



                                                                                                                                                                                                                                                                     D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   NO ACCESS




c Bolton & Menk, Inc. 2025, All Rights Reserved
                                                                                                                         SEE SHEET C7.04 FOR                                                                                                                                                   DETOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   TO KENYON
                                                                                                                        ADDITIONAL SIGNAGE                                                                                                           ROADCLOSED

                                                                                                CSAH 12
                                                                                                                                                                                                                                                          TO
                                                                                                                                                                                                                                                     THRU TRAFFIC
                                                                                                                                                                                                                                                                                                             DETOUR
                                                                                                                                                                                                                                                                                                             WEST
                                                                                                                                                                                                                                                                                                             GOODHUE

                                                                                                                                                                                                                           TH                                                                                12
                                                                                                                                                                                                                                                                                                              COUNTY
                                                                                                                                                                                                                              56



                                                                                                                                                               CSAH 13




H:\KENYON_CI_MN\24X134934000\CAD\C3D\134934000C703.1.dwg 6/5/2025 4:59:12 PM
                                                                                     R                                                                                                                                                                                                                                                                                                                                                  480TH ST




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             KENYON, MINNESOTA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         DESIGNED           NO.   ISSUED FOR     DATE
                                                                                                                                                                                                                         I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CWH                                                                                                                                                                                                                                                                                                                   SHEET
                                                                                                                                                                                                                         BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED                                                                                                                                                   2900 43RD STREET NW, SUITE 100                                                                                1      WCD-1       10/06/2025
                                                                                            0             1200                                                                                                           PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
                                                                                                                         2400                                                                                                                                                                                                                                                                                                                      ROCHESTER, MN 55901                                                                   DRAWN

                                                                                    HORZ.
                                                                                            SCALE                       FEET                                                                                             DEREK OLINGER
                                                                                                                                                                                                                                                                                                                                                                                                                                                    Phone: (507) 208-4332
                                                                                                                                                                                                                                                                                                                                                                                                                                             Email: Rochester@bolton-menk.com
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         CHECKED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CWH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              2025 STREET & UTILITY IMPROVEMENTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             TRAFFIC CONTROL PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      C7.03
                                                                                                                                                                                                                                                                                                                                                        R
                                                                                                                                                                                                                                                                                                                                                                                                                                                    www.bolton-menk.com                                                                  CLIENT PROJ. NO.
                                                                                                                                                                                                                         LIC. NO.
                                                                                                                                                                                                                                    54287                     DATE
                                                                                                                                                                                                                                                                              06/10/2025                                                                                                                                                                                                                                                        134934                                                                                                                           CSAH 12 DETOUR                                                                                                                                                                              21
                                                                                TRAFFIC CONTROL NOTES:                                                                                                                                                                                                                                                                                                        TRAFFIC CONTROL SIGNAGE LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                            BLACK            SIDEWALK         R9-9         BLACK ON
                                                                                DETOURING AND TRAFFIC CONTROL ILLUSTRATED ON SHEET C7.03 AND C7.04 SHALL APPLY TO THE CSAH 12 CLOSURE ONLY. DETOUR SHALL                                                                                                                                                                                   ROAD                 R11-2                         CLOSED
                                                                                                                                                                                                                                                                                                                                                                                                                             ON                             (30 X 18)       WHITE
                                                                                BE REMOVED IMMEDIATELY AFTER COMPLETION OF CSAH 12 WORK, AS DESCRIBED ON SHEETS C4.03 AND C4.04.                                                                                                                                                                                                          CLOSED              (60 X 30)     WHITE                             M4-8         BLACK ON                                                                                                                           ROAD
                                                                                1.    ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MOST RECENT EDITION OF THE MN MUTCD, INCLUDING "FIELD MANUAL FOR                                                                                                                                                                                  ROAD CLOSED            R11-3       BLACK             DETOUR        (24 X 12)       WHITE                                                                                                                            CLOSED                                                F
                                                                                                                                                                                                                                                                                                                                                                                          5 MILES AHEAD
                                                                                                                                                                                                                                                                                                                                                                                                              (60 X 30)      ON                                                                                                                      F                          F
                                                                                      TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS."                                                                                                                                                                                                                                                           LOCAL TRAFFIC ONLY                                                   M3-4         BLACK ON
                                                                                                                                                                                                                                                                                                                                                                                                                            WHITE             WEST          (24 X 12)       WHITE
                                                                                2.    CONTRACTOR SHALL COVER ANY CONFLICTING SIGNAGE. (INCIDENTAL)                                                                                                                                                                                                                                                                          BLACK
                                                                                                                                                                                                                                                                                                                                                                                         ROADCLOSED             R11-4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 R




                                                                                                                                                                                                                                                                                                                                                                                             TO                              ON               EAST            M3-2         BLACK ON
                                                                                3.    CONTRACTOR SHALL PROVIDE 2 EXTRA TYPE III BARRICADES FOR USE WITH SELECT PRIVATE DRIVEWAYS DURING DETOURING.                                                                                                                                                                                       THRUTRAFFIC          (60 X 30)                                     (24 X 12)
                                                                                                                                                                                                                                                                                                                                                                                                                            WHITE                                           WHITE
                                                                                4.    CONTRACTOR SHALL RE-ESTABLISH ROADWAY AND PEDESTRIAN ACCESS EACH NIGHT OUTSIDE OF WORKING HOURS.
                                                                                                                                                                                                                                                                                                                                                                                                                            BLACK               GOODHUE
                                                                                                                                                                                                                                                                                                                                                                                                                                                              M1-6          WHITE
                                                                                5.    ANY ADDITIONAL TRAFFIC CONTROL NEEDED FOR PAVING OR OTHER WORK SHALL BE APPROVED BY THE ENGINEER AND IN Restoration to be                                                                                                                                                                          NO ACCESS
                                                                                                                                                                                                                                                                                                                                                                                         TO KENYON
                                                                                                                                                                                                                                                                                                                                                                                                              (60 X 30)      ON                 12
                                                                                                                                                                                                                                                                                                                                                                                                                                                COUNTY      (24 X 24)      ON BLUE
                                                                                      ACCORDANCE WITH THE LATEST VERSION OF THE MN MUTCD, INCLUDE IN LUMP SUM PRICE FROM TRAFFIC CONTROL.     completed under                                                                                                                                                                                                               WHITE
                                                                                                                                                                                                                                                                                                                                                              traffic/partial                                                                                M5-1          BLACK ON
                                                                                                                                                                                                                                                                               10                                                                                                                                           WHITE                          (21 X 15)        WHITE
                                                                                                                                                                                                                                                                                                                                                                 closure                                        TYPE 3       ON
                                                                                                                                                                                                                                                                                                                                                                                                              BARRICADE
                                                                                TRAFFIC CONTROL LEGEND                                                                                                                                                                                                                                                                                                                     ORANGE                             M6-1
                                                                                                                                                                                                                                                                                                                                                                                                                                                            (21 X 15)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           BLACK ON
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            WHITE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SIDEWALK
                                                                                                                                                                                                                                                                                                                                                                                                               TYPE A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DETOUR
                                                                                                                                                                                                         STAGING REQUIREMENTS                                                                                                                                                                                                                               M5-1A
                                                                                                                                        OFFICIAL DETOUR ROUTE                                            1. FULL CLOSURE AND DETOUR MAY ONLY BE LEFT IN PLACE FOR 7                                                                                                                             F
                                                                                                                                                                                                                                                                                                                                                                                                              FLASHING     AMBER                           (21 X 15)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           BLACK ON
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CLOSED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        WEST    GOODHUE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 12       COUNTY


                                                                                                                                                                                                                                                                                                                                                                                                              WARNING                                                       WHITE
                                                                                                                                                                                                             WORKING DAYS MAX (OR 11 DAYS IF FINAL SURFACE RESTORATION                                                                                                                                                                                       M6-1
                                                                                                                                                                                                                                                                                                                                                                                                                LIGHT                                                      BLACK ON
                                                                                                                                        TYPEIII BARRICADE(S)                                                 COMPLETED IMMEDIATELY AFTER EXCAVATION)                                                                                                                                                                                                       (21 X 15)
                                                                                                                                                                                                         2. ACCESS TO 2ND STREET (EAST OF CLOSURE AREA) MUST BE PRESERVED                                                                                                                                                   BLACK                                           WHITE
                                                                                                                                                                                                                                                                                                                                                                                              DETOUR            W20-2
                                                                                                                                        SIGN                                                                 AT ALL TIMES.                                                                                                                                                                                                   ON
                                                                                                                                                                                                         3. CLOSURE MUST BE TEMPORARILY SURFACED AND OPENED TO LOCAL                                                                                                                          AHEAD            (48 X 48)                                                                                                2ND STREET/CSAH 12                                                                          2ND STREET
                                                                                                                                                                                                                                                                                                                                                                                                                           ORANGE
                                                                                                                                                                                                             TRAFFIC OVER NIGHTS AND WEEKENDS (MINOR EXCEPTIONS ALLOWED)
                                                                                                                                                                                                         4. REFER TO SHEET G2.01 FOR ADDITIONAL REQUIREMENTS.
                                                                                                                                                                                                                                                                                                                                                                                               ROAD             W20-3       BLACK
                                                                                                                                                                                                                                                                                                                                                                                              CLOSED
                                                                                                                                                                                                                                                                                                                                                                                                               (48 X 48)     ON
                                                                                                                                                                                                                                                                                                                                                                                              AHEAD                        ORANGE


                                                                                                                                      FRONT STREET                                                                                                      SEE SHEET C7.03                                                                                                                                                                                                                                                                                                                                                     MAINTAIN MIN 24' ACCESS WIDTH




                                                                                                                                                          FOREST STREET
                                                                                                                                                                                                                                                        PINE STREET                                                                                                                                                                    ROAD


                                                                                                               SPRING STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                      CLOSED                                                                                                                                                                      MA




                                                                                                                                                                                                                                                                                    EAST LANGFORD AVENUE
                                                                                                                                                                                                                                                                    DETOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                F                                                                                                                                   NT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       OR
                                                                                                                                                                                                                                                                                                                                                                         F                                    F

                                                                                                                                                                                                                                                                    EAST                                                                                                                                                                                                                                                                                                                                                 VIL
                                                                                                                                                                                                                     COUNTY


                                                                                                                                                                                                                     12                                                                                                                                                                                                                                                                                                                                                                                                      LE
                                                                                                                                                                                                                    GOODHUE
                                                                                                                                                                                                                                                                    GOODHUE                                                                                                                                                                                                                                                                                                                                                       RD
                                                                                                                                                                                                                   WEST                                             12
                                                                                                                                                                                                                                                                     COUNTY



                                                                               1ST STREET                                                                                                                          DETOUR



                                                                                                                                                                                                                                                                                                                                                         SLEE STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      GATES AVENUE
                                                                                                                                                                                                                                                                                                                                                COUNTY


                                                                                                                                                                                                                                                                                                                                             12

                                                                                                                                                                                                                                          TH 60/TH 56
                                                                                                                                                                                                                                                                                                                                             GOODHUE




                                                                                                                                                                                                                                                                                                                                          EAST
                                                                                                                                                                                                                                                                               DETOUR
                                                                                                 DETOUR                                                                      DETOUR                                                                                                                                                                                           SIDEWALK
                                                                                                                                                                                                                                                                                                      GOODHUE
                                                                                                                                                                                                                                                                                                                                                                                                                                            SEE INSET A
                                                                                                      WEST                                                                                                                                                                                             12               COUNTY
                                                                                        END                    GOODHUE
                                                                                                                12           COUNTY                                               EAST        GOODHUE
                                                                                                                                                                                               12         COUNTY
                                                                                                                                                                                                                                                                                                                                      DETOUR
                                                                                                                                                                                                                               250'                                                                                                                                                                                                                                                                                                                                                                  ROAD
                                                                                                                                                                                                                                                                                                                                                                               CLOSED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     F                              F
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CLOSED                                  F
                                                                                                                                                                                                                                                             250'
                                                                                                                                                                                                                                                                                                                                                                                                                                                          2ND STREET
                                                                                                                                                TH 60
                                                                                                                                                                                                                                                                                                     OUR
                                                                                                                                                250'                      250'                                     250'                                                                   DET
                                                                                                                                                                                                                                                                                                  EAST
                                                                                                                                                                                                                                                                                                                DHU
                                                                                                                                                                                                                                                                                                                    E
                                                                                                                                                                                                                                                                                                                                                                                                                                        AA     7
                                                                                                                                                                                                                                                                                                                12                                                                                                                                                           C ROA
                                                                                                                                                 DETOUR
                                                                                                                                                                                                                                                                                                         O


                                                                                                                                                                                                                                                                                                                                                                                                                                            DT 50'
                                                                                                                                                                                                                                                                                                      GO
                                                                                                                                                                                                                                                                                                                                               5'
                                                                                                           ROAD                                                                                                                                                      COUNTY


                                                                                                                                                                                                                                                                     12
                                                                                                                                                                                                                                                                                                                                             32
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            AHLOSE D
                                                                                                                                                                                                               DETOUR                                    DETOUR
                                                                                                                                                                                                                                                                                                                      NTY

                                                                                                                                                                                           GOODHUE
                                                                                                                                                                                                        EAST                               GOODHUE
                                                                                                                                                                                                                                                     EAST
                                                                                                                                                                                                                                                                                                                COU


                                                                                                          CLOSED                                                                      12
                                                                                                                                                                                  COUNTY                                       12
                                                                                                                                                                                                                              COUNTY                                                                                                                                                                                                          88                              EA D
                                                                                                                                                 AHEAD
                                                                                                                                                                                                                                                                     GOODHUE

                                                                                                                                                                                                                                                                                                                                                                                                                                                 7                              D
                                                                                                          AHEAD                                                                                                                                                     WEST
                                                                                                                                                                                                                                                                                                 LAWN STREET
                                                                                                                                                                                                                                                                                                                                                         ROADCLOSED
                                                                                                                                                                                                                                                                  DETOUR                                                                                                                                                         PROJECT AREA                                                                                                                                                     INSET A
                                                                                                                                                                           3RD STREET
                                                                                                                                                                                                                                                                                                                                                              TO
                                                                                                                                                                                                                                                                                                                                      UR
                                                                                                                                                                                                                                                                                                                                  DETO




                                                                                                              SPRING STREET
                                                                                                                                                                                                                                                                                                                                    EAST
                                                                                                                                                                                                                                                                                                                                         DHUE
                                                                                                                                                                                                                                                                                                                                                         THRU TRAFFIC
                                                                                                                                                                                                                                                                                                                                     12
                                                                                                                                                                                                                                                                                                                                    GOO


                                                                                                                                                                                                                                                                                                                                                TY
                                                                                                                                                                                                                                                                                                                                          COUN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SEE SHEET C7.03
                                                                                                                                                                                                                                                                                                                                                                                                              CONTRACTOR SHALL REFERENCE MN MUTCD TRAFFIC
                                                                               4TH STREET                                                                                                                                                               HOME STREET                                                                                                                                           CONTROL MANUAL FOR LANE CLOSURES DURING THE
                                                                                                                                                                                                                                                                                                                                                                                                              CONSTRUCTION OF HYDRANTS AND SERVICES AND IF
                                                                                                                                                                                                                                                                                                                                                                                                              SANITARY SEWER LINING IS PERFORMED OUTSIDE OF
                                                                                                                                                                                                                                                                                                                                                                                                              THE CSAH 12 CLOSURE. CONTRACTOR SHALL SUBMIT
                                                                                                                                                                                                                                                                                                                                                                                                              A TRAFFIC CONTROL PLAN TO THE CITY ENGINEER
                                                                                                                                                                                                                                                                                                                                                                       TH 5                                   PRIOR TO STARTING WORK.




                                                                                                                                                        FOREST STREET
                                                                                                                                                                                                        4TH STREET                                                                                                                                                      6                                                                                                                            DETOUR ROUTE                                                                                                                 CSAH 12




c Bolton & Menk, Inc. 2025, All Rights Reserved
                                                                                                                                      5TH STREET                                                                                                                                                                                                                              Full Closure planned for all
                                                                                                                                                                                                                                                                                                                                                                                   excavation work.                                                                                                                                                                     M




                                                                                                                                                                                                                                 REDWING AVENUE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         AN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            TOR
                                                                                                                                                                                                                                                                                                                                                                        Replacement of sidewalks & other                                                                                                                                                                        VI
                                                                                                                                                                                                                                                                                                                                                                          surfacing planned with WB lane                                                                                                                                                                          LL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         RO



                                                                                                             SPRING STREET
                                                                                                                                                                                                                                                                                                                                                                                       closure
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           AD
                                                                                                                                                                                                                                                                                                                                                                        (Field Manual Layout 16 or similar)




H:\KENYON_CI_MN\24X134934000\CAD\C3D\134934000C704.1.dwg 6/5/2025 4:59:31 PM
                                                                                             R




                                                                                                                                                                                                                                                                                                                                 CENTENNIAL DRIVE                                         APPLIES TO CSAH 12 CLOSURE ONLY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                KENYON, MINNESOTA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     DESIGNED            NO.   ISSUED FOR     DATE
                                                                                                                                                                                                                                       I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CWH                                                                                                                                                             SHEET
                                                                                                                                                                                                                                       BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED                                                                                                                                2900 43RD STREET NW, SUITE 100                                                  1      WCD-1       10/06/2025
                                                                                                 0                              200                                                                                                    PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
                                                                                                                                                 400                                                                                                                                                                                                                                                                                          ROCHESTER, MN 55901                                    DRAWN

                                                                                     HORZ.
                                                                                                 SCALE                                         FEET                                                                                    DEREK OLINGER
                                                                                                                                                                                                                                                                                                                                                                                                                                               Phone: (507) 208-4332
                                                                                                                                                                                                                                                                                                                                                                                                                                        Email: Rochester@bolton-menk.com
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CHECKED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CWH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                DO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         2025 STREET & UTILITY IMPROVEMENTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                TRAFFIC CONTROL PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       C7.04
                                                                                                                                                                                                                                                                                                                                                                                          R
                                                                                                                                                                                                                                                                                                                                                                                                                                               www.bolton-menk.com                                   CLIENT PROJ. NO.
                                                                                                                                                                                                                                       LIC. NO.
                                                                                                                                                                                                                                                  54287                              DATE
                                                                                                                                                                                                                                                                                                                        06/10/2025                                                                                                                                                                          134934                                                                            CSAH 12 DETOUR & 2ND STREET                                                                22
2nd Street Watermain Revisions
                                                                                                                                                                                                                                                                          Work Change Directive 1
                                                                                           Bid                                                     Change                                                   Final Adjusted Total
BASE BID - SURFACE IMPROVEMENTS                                      Unit Price              Qty         Amount                Qty                Unit Price              Amt                     Qty            Unit Price             Amt            check total
    1      MOBILIZATION                                            $ 37,500.00     LS        0.18    $      6,750.00                                              $                 -                0.18    $    37,500.00        $    6,750.00   $      6,750.00    $         -
    2      CLEARING                                                $   1,000.00   EACH        0      $           -                                                $                 -                   0    $      1,000.00       $         -     $            -     $         -
    3      GRUBBING                                                $      500.00  EACH        0      $           -                                                $                 -                   0    $        500.00       $         -     $            -     $         -
    4      SALVAGE SIGN                                            $       50.00  EACH               $           -                                                $                 -                   0    $          50.00      $         -     $            -     $         -
    5      SAWING CONCRETE PAVEMENT (FULL DEPTH)                   $         7.00  LF                $           -                                                $                 -                   0    $           7.00      $         -     $            -     $         -
    6      SAWING BITUMINOUS PAVEMENT (FULL DEPTH)                 $         5.00  LF                $           -                                                $                 -                   0    $           5.00      $         -     $            -     $         -
    7      REMOVE CURB AND GUTTER                                  $         5.00  LF                $           -                      111 $              5.00 $               555.00                111    $           5.00      $      555.00   $        555.00    $         -
    8      REMOVE CONCRETE DRIVEWAY PAVEMENT                       $       10.00   SY                $           -                       88 $             10.00 $               880.00                 88    $          10.00      $      880.00   $        880.00    $         -
    9      REMOVE BITUMINOUS DRIVEWAY PAVEMENT                     $         7.00  SY                $           -                                                $                 -                   0    $           7.00      $         -     $            -     $         -
   10      REMOVE BITUMINOUS PAVEMENT                              $         4.00  SY                $           -                      349 $              4.00 $             1,396.00                349    $           4.00      $    1,396.00   $      1,396.00    $         -
   11      REMOVE CONCRETE WALK                                    $         2.00  SF                $           -                     3602 $              2.00 $             7,204.00               3602    $           2.00      $    7,204.00   $      7,204.00    $         -
   12      EXCAVATION - COMMON (P)                                 $       13.00   CY                $           -                                                $                 -                   0    $          13.00      $         -     $            -     $         -
   13      EXCAVATION - SUBGRADE (P)                               $       13.00   CY                $           -                                                $                 -                   0    $          13.00      $         -     $            -     $         -
   14      EXPLORATORY EXCAVATION                                  $      300.00   HR            4   $      1,200.00                                              $                 -                   4    $        300.00       $    1,200.00   $      1,200.00    $         -
   15      SELECT GRANULAR EMBANKMENT (CV) (P)                     $       25.00   CY                $           -                                                $                 -                   0    $          25.00      $         -     $            -     $         -
   16      GEOTEXTILE FABRIC TYPE 9                                $         2.50  SY                $           -                                                $                 -                   0    $           2.50      $         -     $            -     $         -
   17      AGGREGATE SURFACING CLASS 2                             $       30.00   CY                $           -                                                $                 -                   0    $          30.00      $         -     $            -     $         -
   18      AGGREGATE BASE (CV) CLASS 5 (P)                         $       25.00   CY                $           -                                                $                 -                   0    $          25.00      $         -     $            -     $         -
   19      SURFACE RESTORATION (2ND ST)                            $ 47,500.00     LS            1   $     47,500.00                      -1 $        47,500.00 $          (47,500.00)                  0    $    47,500.00        $         -     $            -     $         -
   20      PAVEMENT MARKINGS (2ND ST)                              $   4,860.00     LS           1   $      4,860.00                                              $                 -                   1    $      4,860.00       $    4,860.00   $      4,860.00    $         -
   21      SURFACE RESTORATION (SANITARY REPAIR)                   $   4,500.00   EACH               $           -                                                $                 -                   0    $      4,500.00       $         -     $            -     $         -
   22      GRAVEL RESTORATION (SANITARY REPAIR)                    $   1,000.00   EACH               $           -                                                $                 -                   0    $      1,000.00       $         -     $            -     $         -
   23      TYPE SP 9.5 WEARING COURSE MIXTURE (3;C) 1.5" THICK     $         9.00  SY                $           -                                                $                 -                   0    $           9.00      $         -     $            -     $         -
   24      TYPE SP 12.5 WEARING COURSE MIXTURE (3;C) 2.0" THICK    $       11.75   SY                $           -                                                $                 -                   0    $          11.75      $         -     $            -     $         -
   25      TYPE SP 12.5 WEARING COURSE MIXTURE (3;C) 2.5" THICK    $       14.50   SY                $           -                                                $                 -                   0    $          14.50      $         -     $            -     $         -
   26      BITUMINOUS PATCH SPECIAL (DRIVEWAY)                     $       36.00   SY                $           -                      349 $             50.00 $           17,450.00                 349    $          50.00      $   17,450.00   $     17,450.00    $         -
   27      6" PERF PVC PIPE DRAIN                                  $       15.25   LF                $           -                                                $                 -                   0    $          15.25      $         -     $            -     $         -
   28      SUMP PUMP SERVICE                                       $   1,000.00   EACH               $           -                                                $                 -                   0    $      1,000.00       $         -     $            -     $         -
   29      DRAIN OUTLET DESIGN SPECIAL (END SECTION)               $      400.00  EACH               $           -                                                $                 -                   0    $        400.00       $         -     $            -     $         -
   30      6" PVC PIPE DRAIN CLEANOUT                              $      300.00  EACH               $           -                                                $                 -                   0    $        300.00       $         -     $            -     $         -
   31      CONCRETE STEP                                           $       30.00   SF                $           -                                                $                 -                   0    $          30.00      $         -     $            -     $         -
   32      4" CONCRETE WALK                                        $         7.50  SF                $           -                     3602 $              7.50 $           27,015.00                3602    $           7.50      $   27,015.00   $     27,015.00    $         -
   33      6" CONCRETE WALK                                        $       12.25   SF                $           -                                                $                 -                   0    $          12.25      $         -     $            -     $         -
   34      CONCRETE CURB AND GUTTER DESIGN B618                    $       25.80   LF                $           -                      111 $             40.00 $             4,440.00                111    $          40.00      $    4,440.00   $      4,440.00    $         -
   35      CONCRETE CURB AND GUTTER DESIGN D DRIVEOVER             $       23.75   LF                $           -                                                $                 -                   0    $          23.75      $         -     $            -     $         -
   36      6" CONCRETE DRIVEWAY PAVEMENT                           $       88.25   SY                $           -                       88 $             88.25 $             7,766.00                 88    $          88.25      $    7,766.00   $      7,766.00    $         -
   37      7" CONCRETE DRIVEWAY PAVEMENT                           $       92.50   SY                $           -                                                $                 -                   0    $          92.50      $         -     $            -     $         -
   38      7" CONCRETE VALLEY GUTTER                               $       95.00   SY                $           -                                                $                 -                   0    $          95.00      $         -     $            -     $         -
   39      TRUNCATED DOMES                                         $       55.00   SF                $           -                       10 $             55.00 $               550.00                 10    $          55.00      $      550.00   $        550.00    $         -
   40      TRAFFIC CONTROL                                         $ 14,000.00     LS        0.18    $      2,520.00                   0.72 $         14,000.00 $           10,080.00                 0.9    $    14,000.00        $   12,600.00   $     12,600.00    $         -
   41      INSTALL SIGN                                            $      350.00  EACH        1      $        350.00                                              $                 -                   1    $        350.00       $      350.00   $        350.00    $         -
   42      STABILIZED CONSTRUCTION EXIT                            $      500.00   LS                $           -                                                $                 -                   0    $        500.00       $         -     $            -     $         -
   43      EROSION CONTROL SUPERVISOR                              $      500.00   LS        0.18    $         90.00                                              $                 -                0.18    $        500.00       $       90.00   $          90.00   $         -
   44      STORM DRAIN INLET PROTECTION                            $      200.00  EACH        8      $      1,600.00                                              $                 -                   8    $        200.00       $    1,600.00   $      1,600.00    $         -
   45      SILT FENCE; TYPE MS                                     $         2.50  LF        235     $        587.50                                              $                 -                 235    $           2.50      $      587.50   $        587.50    $         -
   46      SEDIMENT CONTROL LOG TYPE WOOD FIBER                    $         5.00  LF        180     $        900.00                                              $                 -                 180    $           5.00      $      900.00   $        900.00    $         -
   47      SEDIMENT CONTROL LOG TYPE ROCK                          $         5.00  LF         20     $        100.00                                              $                 -                  20    $           5.00      $      100.00   $        100.00    $         -
   48      COMPOST GRADE 2                                         $       30.00   CY                $           -                                                $                 -                   0    $          30.00      $         -     $            -     $         -
   49      FERTILIZER TYPE 3                                       $         2.50  LB                $           -                                                $                 -                   0    $           2.50      $         -     $            -     $         -
   50      SODDING                                                 $         7.00  SY                $           -                                                $                 -                   0    $           7.00      $         -     $            -     $         -
   51      RAPID STABILIZATION METHOD 2                            $         3.00  SY                $           -                                                $                 -                   0    $           3.00      $         -     $            -     $         -
   52      TOPSOIL PREPARATION                                     $         2.50  SY                $           -                                                $                 -                   0    $           2.50      $         -     $            -     $         -
   53      TURF MAINTENANCE                                        $       75.00   DAY        11     $        825.00                                              $                 -                  11    $          75.00      $      825.00   $        825.00    $         -
   54      TURF RESTORATION (2ND ST)                               $   2,500.00    LS         1      $      2,500.00                       2 $         2,500.00 $             5,000.00                  3    $      2,500.00       $    7,500.00   $      7,500.00    $         -
   55      CONSTRUCTION ALLOWANCE***                               $         1.00 UNIT      13500    $     13,500.00                 14200                     1 $          14,200.00               27700    $           1.00      $   27,700.00   $     27,700.00    $         -
                                                      A - SURFACE IMPROVEMENTS SUB TOTAL                               92 cy rock excavation @ 100/Cy + ~$5,000 restock fee for trenchless pipe                                                                                       $ 83,282.50 original street
                                                                                                                                                                                                                                                                                      $ 49,036.00 Change in Street
                                                                                                                                                                                                                                                                                      $ 132,318.50 New Street
BASE BID - SANITARY SEWER IMPROVEMENTS
   56      REMOVE MANHOLE (SANITARY)                            $      400.00    EACH                $           -                                                 $               -                    0    $        400.00       $         -     $           -      $         -
   57      REMOVE SEWER PIPE (SANITARY)                         $        5.00     LF                 $           -                                                 $               -                    0    $          5.00       $         -     $           -      $         -
   58      CONNECT TO EXISTING SANITARY SEWER                   $    1,500.00    EACH                $           -                                                 $               -                    0    $      1,500.00       $         -     $           -      $         -
   59      8"X6" PVC WYE                                        $      375.00    EACH                $           -                                                 $               -                    0    $        375.00       $         -     $           -      $         -
   60      8" PVC PIPE SEWER                                    $       65.00     LF                 $           -                                                 $               -                    0    $         65.00       $         -     $           -      $         -
   61      6" PVC SANITARY SERVICE PIPE                         $       40.00     LF                 $           -                                                 $               -                    0    $         40.00       $         -     $           -      $         -
   62      2" PE PRESSURE SEWER SERVICE                         $       40.00     LF                 $           -                                                 $               -                    0    $         40.00       $         -     $           -      $         -
   63      LINING SEWER PIPE 8"                                 $       41.50     LF                 $           -                                                 $               -                    0    $         41.50       $         -     $           -      $         -




                                                                                                                                                                                                                                                                                                                     23
   64     CASTING ASSEMBLY (SANITARY)                          $    1,300.00   EACH             $          -                       $           -        0    $    1,300.00    $         -     $         -     $   -
   65     FINAL CASTING ADJUSTMENT (DONUT CUT)                 $    1,700.00   EACH             $          -                       $           -        0    $    1,700.00    $         -     $         -     $   -
   66     CONSTRUCT DRAINAGE STRUCTURE DESIGN 4007             $      500.00    LF              $          -                       $           -        0    $      500.00    $         -     $         -     $   -
   67     SANITARY LATERAL REINSTATEMENT                       $       55.00   EACH             $          -                       $           -        0    $       55.00    $         -     $         -     $   -
   68     TRIMMING PROTRUDING TAPS                             $    1,139.00   EACH             $          -                       $           -        0    $    1,139.00    $         -     $         -     $   -
   69     SANITARY LATERAL GROUTING                            $      450.00   EACH             $          -                       $           -        0    $      450.00    $         -     $         -     $   -
   70     LATERAL CLEANING                                     $      500.00   EACH             $          -                       $           -        0    $      500.00    $         -     $         -     $   -
   71     ROOT CUTTING                                         $        3.00    LF              $          -                       $           -        0    $        3.00    $         -     $         -     $   -
   72     SANITARY MANHOLE REHABILITATION (SPRAY-ON)           $    5,320.00   EACH             $          -                       $           -        0    $    5,320.00    $         -     $         -     $   -
   73     SANITARY SEWER BYPASSING                             $    2,815.00    LS              $          -                       $           -        0    $    2,815.00    $         -     $         -     $   -
   74     POINT REPAIR - SANITARY SEWER PIPE                   $    4,500.00   EACH             $          -                       $           -        0    $    4,500.00    $         -     $         -     $   -
   75     INTERNAL POINT REPAIR (SHORT LINER)                  $    2,000.00   EACH             $          -                       $           -        0    $    2,000.00    $         -     $         -     $   -
   76     INTERNAL CHIMNEY SEAL (REHAB)                        $    1,550.00   EACH             $          -                       $           -        0    $    1,550.00    $         -     $         -     $   -
   77     REPLACE & ADJUST RING AND CASTING                    $    1,400.00   EACH             $          -                       $           -        0    $    1,400.00    $         -     $         -     $   -
   78     SANITARY SEWER TRACER SYSTEM                         $    2,600.00    LS              $          -                       $           -        0    $    2,600.00    $         -     $         -     $   -




BASE BID - WATER SYSTEM IMPROVEMENTS
    79     REMOVE GATE VALVE AND BOX                           $      300.00   EACH       4     $     1,200.00                     $           -         4   $       300.00   $    1,200.00   $    1,200.00   $   -
    80     REMOVE CURB STOP AND BOX                            $      150.00   EACH       8     $     1,200.00                     $           -         8   $       150.00   $    1,200.00   $    1,200.00   $   -
    81     REMOVE HYDRANT                                      $      400.00   EACH       2     $       800.00                     $           -         2   $       400.00   $      800.00   $      800.00   $   -
    82     REMOVE WATER MAIN                                   $        5.00    LF        81    $       405.00                     $           -        81   $         5.00   $      405.00   $      405.00   $   -
    83     TEMPORARY WATER SERVICE                             $   20,000.00    LS       0.36   $     7,200.00                     $           -      0.36   $ 20,000.00      $    7,200.00   $    7,200.00   $   -
    84     CONNECT TO EXISTING WATER MAIN                      $    1,500.00   EACH       4     $     6,000.00                     $           -         4   $     1,500.00   $    6,000.00   $    6,000.00   $   -
    85     DISCONNECT EXISTING WATER MAIN (P)                  $      900.00   EACH       3     $     2,700.00                     $           -         3   $       900.00   $    2,700.00   $    2,700.00   $   -
    86     HYDRANT (8.0' BURY)                                 $    6,600.00   EACH       1     $     6,600.00                     $           -         1   $     6,600.00   $    6,600.00   $    6,600.00   $   -
    87     HYDRANT (11' BURY)                                  $    8,000.00   EACH       1     $     8,000.00                     $           -         1   $     8,000.00   $    8,000.00   $    8,000.00   $   -
    88     ADJUST VALVE BOX                                    $      300.00   EACH       4     $     1,200.00                     $           -         4   $       300.00   $    1,200.00   $    1,200.00   $   -
    89     1" CORPORATION STOP                                 $      450.00   EACH       8     $     3,600.00                     $           -         8   $       450.00   $    3,600.00   $    3,600.00   $   -
    90     6" GATE VALVE AND BOX                               $    2,675.00   EACH       5     $    13,375.00                     $           -         5   $     2,675.00   $   13,375.00   $   13,375.00   $   -
    91     8" GATE VALVE AND BOX                               $    3,500.00   EACH             $          -                       $           -         0   $     3,500.00   $         -     $         -     $   -
    92     10" GATE VALVE AND BOX                              $    6,000.00   EACH       1     $     6,000.00                     $           -         1   $     6,000.00   $    6,000.00   $    6,000.00   $   -
    93     1" CURB STOP AND BOX                                $      500.00   EACH       8     $     4,000.00                     $           -         8   $       500.00   $    4,000.00   $    4,000.00   $   -
    94     1" TYPE PE PIPE                                     $       35.00    LF       175    $     6,125.00   130 $     35.00   $      4,550.00     305   $        35.00   $   10,675.00   $   10,675.00   $   -
    95     DIRECTIONAL DRILL SERVICE BELOW CSAH 12             $    5,000.00   EACH       2     $    10,000.00                     $           -         2   $     5,000.00   $   10,000.00   $   10,000.00   $   -
    96     6" PVC WATERMAIN                                    $       50.00    LF        15    $       750.00                     $           -        15   $        50.00   $      750.00   $      750.00   $   -
    97     8" PVC WATERMAIN                                    $       57.00    LF              $          -                       $           -         0   $        57.00   $         -     $         -     $   -
    98     10" PVC WATERMAIN                                   $       75.00    LF       140    $    10,500.00    780 $   100.00   $     78,000.00     920   Varies           $   88,500.00   $   88,500.00   $   -
    99     10" PVC WATERMAIN (DIRECTIONAL DRILLED)             $      185.00    LF       780    $   144,300.00   -780 $   185.00   $   (144,300.00)      0   $       185.00   $         -     $         -     $   -
   100     4" INSULATION                                       $       50.00    SY        29    $     1,450.00                     $           -        29   $        50.00   $    1,450.00   $    1,450.00   $   -
   101     WATERMAIN FITTINGS                                  $       15.00    LB       1140   $    17,100.00   700 $     15.00   $     10,500.00    1840   $        15.00   $   27,600.00   $   27,600.00   $   -   add up to (10) 10" 45s to get around sewer crossings
   102     VALVE BOX TOP SECTION & CAP                         $      250.00   EACH             $          -                       $           -         0   $       250.00   $         -     $         -     $   -
   103     WATERMAIN TRACER SYSTEM                             $    5,000.00    LS       0.3    $     1,500.00                     $           -       0.3   $     5,000.00   $    1,500.00   $    1,500.00   $   -
                                                                                                                                                                                                                      $ 254,005.00 original water
                                                                                                                                                                                                                      $ (51,250.00) Change in water
                                                                                                                                                                                                                      $ 202,755.00 New water
BASE BID - STORM SEWER IMPROVEMENTS
   104     REMOVE PIPE APRON                                   $      250.00   EACH             $          -                       $           -        0    $      250.00    $         -     $         -     $   -
   105     REMOVE MANHOLE OR CATCH BASIN                       $      400.00   EACH       1     $       400.00    -1 $    400.00   $       (400.00)     0    $      400.00    $         -     $         -     $   -
   106     REMOVE SEWER PIPE (STORM)                           $        9.00    LF        40    $       360.00                     $           -       40    $        9.00    $      360.00   $      360.00   $   -
   107     SALVAGE CASTING                                     $      100.00   EACH       1     $       100.00    -1 $    100.00   $       (100.00)     0    $      100.00    $         -     $         -     $   -
   108     24" RC PIPE APRON                                   $    1,500.00   EACH             $          -                       $           -        0    $    1,500.00    $         -     $         -     $   -
   109     TRASH GUARD FOR 24" PIPE APRON                      $    1,600.00   EACH             $          -                       $           -        0    $    1,600.00    $         -     $         -     $   -
   110     24" RC PIPE SEWER DESIGN 3006 CLASS III             $      110.00    LF        40    $     4,400.00                     $           -       40    $      110.00    $    4,400.00   $    4,400.00   $   -
   111     CONNECT TO EXISTING STORM SEWER                     $    1,000.00   EACH       1     $     1,000.00                     $           -        1    $    1,000.00    $    1,000.00   $    1,000.00   $   -
   112     CONNECT TO EXISTING DRAINAGE STRUCTURE              $    1,500.00   EACH       1     $     1,500.00                     $           -        1    $    1,500.00    $    1,500.00   $    1,500.00   $   -
   113     12" PIPE SEWER                                      $       45.00    LF              $          -                       $           -        0    $       45.00    $         -     $         -     $   -
   114     18" PIPE SEWER                                      $       55.00    LF              $          -                       $           -        0    $       55.00    $         -     $         -     $   -
   115     24" PIPE SEWER                                      $       68.00    LF              $          -                       $           -        0    $       68.00    $         -     $         -     $   -
   116     CASTING ASSEMBLY (STORM)                            $    1,200.00   EACH             $          -                       $           -        0    $    1,200.00    $         -     $         -     $   -
   117     FINAL CASTING ADJUSTMENT (DONUT CUT)                $    1,700.00   EACH             $          -                       $           -        0    $    1,700.00    $         -     $         -     $   -
   118     CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (R-1)   $      450.00    LF              $          -                       $           -        0    $      450.00    $         -     $         -     $   -
   119     CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020         $      600.00    LF              $          -                       $           -        0    $      600.00    $         -     $         -     $   -
   120     CONSTRUCT DRAINAGE STRUCTURE DESIGN 54-4020         $      950.00    LF              $          -                       $           -        0    $      950.00    $         -     $         -     $   -
   121     CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4022         $      500.00    LF              $          -                       $           -        0    $      500.00    $         -     $         -     $   -
   122     CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4022         $    1,000.00    LF              $          -                       $           -        0    $    1,000.00    $         -     $         -     $   -
   123     RECONSTRUCT DRAINAGE STRUCTURE                      $      700.00    LF       9.9    $     6,930.00   -9.9 $   700.00   $     (6,930.00)     0    $      700.00    $         -     $         -     $   -
                                                                                                                                                                                                                      $    16,190.00 original storm
                                                                                Totals          $   351,977.50                     $     (9,644.00)                           $ 342,333.50    $ 342,333.50            $    (7,430.00) Change in storm
                                                                                                                                                                                                                      $     8,760.00 New storm




                                                                                                                                                                                                                                                                        24
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.:               2                            Application Date:                 10/14/2025
 Application Period:         From                   8/30/2025            to                     10/3/2025


          1. Original Contract Price                                                                               $                 2,294,629.25
          2. Net change by Change Orders                                                                           $                            -
          3. Current Contract Price (Line 1 + Line 2)                                                              $                 2,294,629.25
          4. Total Work completed and materials stored to date
            (Sum of Column G Lump Sum Total and Column J Unit Price Total)                                         $                     345,632.88
          5. Retainage
               a.     5%         X   $      345,632.88 Work Completed                                              $                      17,281.64
              b.                 X   $                 -    Stored Materials                                       $                            -
               c. Total Retainage (Line 5.a + Line 5.b)                                                            $                      17,281.64
          6. Amount eligible to date (Line 4 - Line 5.c)                                                           $                     328,351.24
          7. Less previous payments                                                                                $                      34,711.57
          8. Amount due this application                                                                           $               293,639.67
 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.                              25
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.:             2                     Application Period:       From         08/30/25             to              10/03/25                                                                                                  Application Date:              10/14/25
     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                 0.25                 9,375.00             0.25           9,375.00                                          9,375.00          25%      28,125.00
      2       CLEARING                                                            6.00   EACH                  1,000.00             6,000.00                 4.00                 4,000.00             5.00           5,000.00                                          5,000.00          83%       1,000.00
      3       GRUBBING                                                            6.00   EACH                    500.00             3,000.00                 4.00                 2,000.00             4.00           2,000.00                                          2,000.00          67%       1,000.00
      4       SALVAGE SIGN                                                        5.00   EACH                     50.00               250.00                   -                        -              1.00              50.00                                             50.00          20%         200.00
      5       SAWING CONCRETE PAVEMENT (FULL DEPTH)                              95.00   LF                        7.00               665.00                   -                        -                 -                  -                                                 -                      665.00
      6       SAWING BITUMINOUS PAVEMENT (FULL DEPTH)                           402.00   LF                        5.00             2,010.00                   -                        -                 -                  -                                                 -                    2,010.00
      7       REMOVE CURB AND GUTTER                                          1,305.00   LF                        5.00             6,525.00                   -                        -          1,179.00           5,895.00                                          5,895.00          90%         630.00
      8       REMOVE CONCRETE DRIVEWAY PAVEMENT                                 128.00   SY                       10.00             1,280.00                   -                        -                 -                  -                                                 -                    1,280.00
      9       REMOVE BITUMINOUS DRIVEWAY PAVEMENT                               230.00   SY                        7.00             1,610.00                   -                        -                 -                  -                                                 -                    1,610.00
     10       REMOVE BITUMINOUS PAVEMENT                                      4,907.00   SY                        4.00            19,628.00             2,042.00                 8,168.00         2,042.00           8,168.00                                          8,168.00          42%      11,460.00
     11       REMOVE CONCRETE WALK                                              480.00   SF                        2.00               960.00                   -                        -                 -                  -                                                 -                      960.00
     12       EXCAVATION - COMMON (P)                                         2,857.00   CY                       13.00            37,141.00                   -                        -                 -                  -                                                 -                   37,141.00
     13       EXCAVATION - SUBGRADE (P)                                       1,394.00   CY                       13.00            18,122.00                   -                        -                 -                  -                                                 -                   18,122.00
     14       EXPLORATORY EXCAVATION                                              8.00   HR                      300.00             2,400.00                   -                        -              4.00           1,200.00                                          1,200.00          50%       1,200.00
     15       SELECT GRANULAR EMBANKMENT (CV) (P)                             1,394.00   CY                       25.00            34,850.00                   -                        -                 -                  -                                                 -                   34,850.00
     16       GEOTEXTILE FABRIC TYPE 9                                        5,574.00   SY                        2.50            13,935.00                   -                        -                 -                  -                                                 -                   13,935.00
     17       AGGREGATE SURFACING CLASS 2                                        36.00   CY                       30.00             1,080.00                   -                        -                 -                  -                                                 -                    1,080.00
     18       AGGREGATE BASE (CV) CLASS 5 (P)                                 1,167.00   CY                       25.00            29,175.00                   -                        -                 -                  -                                                 -                   29,175.00
     19       SURFACE RESTORATION (2ND ST)                                        1.00   LS                   47,500.00            47,500.00                   -                        -                 -                  -                                                 -                   47,500.00
     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                   -                        -                 -                  -                                                 -                   13,500.00
     22       GRAVEL RESTORATION (SANITARY REPAIR)                                1.00   EACH                  1,000.00             1,000.00                   -                        -                 -                  -                                                 -                    1,000.00
     23       TYPE SP 9.5 WEARING COURSE MIXTURE (3;C) 1.5" THICK             7,760.00   SY                        9.00            69,840.00                   -                        -                 -                  -                                                 -                   69,840.00
     24       TYPE SP 12.5 WEARING COURSE MIXTURE (3;C) 2.0" THICK            2,807.00   SY                       11.75            32,982.25                   -                        -                 -                  -                                                 -                   32,982.25
     25       TYPE SP 12.5 WEARING COURSE MIXTURE (3;C) 2.5" THICK            2,145.00   SY                       14.50            31,102.50                   -                        -                 -                  -                                                 -                   31,102.50
     26       BITUMINOUS PATCH SPECIAL (DRIVEWAY)                                70.00   SY                       36.00             2,520.00                   -                        -                 -                  -                                                 -                    2,520.00
     27       6" PERF PVC PIPE DRAIN                                          2,281.00   LF                       15.25            34,785.25                   -                        -                 -                  -                                                 -                   34,785.25
     28       SUMP PUMP SERVICE                                                  13.00   EACH                  1,000.00            13,000.00                   -                        -                 -                  -                                                 -                   13,000.00
     29       DRAIN OUTLET DESIGN SPECIAL (END SECTION)                           1.00   EACH                    400.00               400.00                   -                        -                 -                  -                                                 -                      400.00
     30       6" PVC PIPE DRAIN CLEANOUT                                          7.00   EACH                    300.00             2,100.00                   -                        -                 -                  -                                                 -                    2,100.00
     31       CONCRETE STEP                                                     170.00   SF                       30.00             5,100.00                   -                        -                 -                  -                                                 -                    5,100.00
     32       4" CONCRETE WALK                                                  355.00   SF                        7.50             2,662.50                   -                        -                 -                  -                                                 -                    2,662.50
     33       6" CONCRETE WALK                                                   70.00   SF                       12.25               857.50                   -                        -                 -                  -                                                 -                      857.50
     34       CONCRETE CURB AND GUTTER DESIGN B618                            1,060.00   LF                       25.80            27,348.00                   -                        -                 -                  -                                                 -                   27,348.00
     35       CONCRETE CURB AND GUTTER DESIGN D DRIVEOVER                     1,910.00   LF                       23.75            45,362.50                   -                        -                 -                  -                                                 -                   45,362.50
     36       6" CONCRETE DRIVEWAY PAVEMENT                                     175.00   SY                       88.25            15,443.75                   -                        -                 -                  -                                                 -                   15,443.75
     37       7" CONCRETE DRIVEWAY PAVEMENT                                     420.00   SY                       92.50            38,850.00                   -                        -                 -                  -                                                 -                   38,850.00
     38       7" CONCRETE VALLEY GUTTER                                          71.00   SY                       95.00             6,745.00                   -                        -                 -                  -                                                 -                    6,745.00
     39       TRUNCATED DOMES                                                    10.00   SF                       55.00               550.00                   -                        -                 -                  -                                                 -                      550.00
     40       TRAFFIC CONTROL                                                     1.00   LS                   14,000.00            14,000.00                   -                        -              0.25           3,500.00                                          3,500.00          25%      10,500.00
     41       INSTALL SIGN                                                        6.00   EACH                    350.00             2,100.00                   -                        -                 -                  -                                                 -                    2,100.00
     42       STABILIZED CONSTRUCTION EXIT                                        2.00   LS                      500.00             1,000.00                   -                        -                 -                  -                                                 -                    1,000.00
     43       EROSION CONTROL SUPERVISOR                                          1.00   LS                      500.00               500.00                   -                        -              0.38             187.50                                            187.50          38%         312.50
     44       STORM DRAIN INLET PROTECTION                                       30.00   EACH                    200.00             6,000.00                   -                        -              1.00             200.00                                            200.00           3%       5,800.00
     45       SILT FENCE; TYPE MS                                               235.00   LF                        2.50               587.50                   -                        -                 -                  -                                                 -                      587.50
     46       SEDIMENT CONTROL LOG TYPE WOOD FIBER                              240.00   LF                        5.00             1,200.00                   -                        -                 -                  -                                                 -                    1,200.00
     47       SEDIMENT CONTROL LOG TYPE ROCK                                    120.00   LF                        5.00               600.00                   -                        -                 -                  -                                                 -                      600.00
     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                   -                        -                 -                  -                                                 -                   17,605.00




                                                                                                                            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
                                                                                                                                                                                                                                                                                                                 26
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.:            2                    Application Period:       From          08/30/25             to              10/03/25                                                                                                Application Date:              10/14/25
     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                   -                      -                  -                  -                                              -                  3,774.00
    52        TOPSOIL PREPARATION                                            2,515.00   SY                         2.50            6,287.50                   -                      -                  -                  -                                              -                  6,287.50
    53        TURF MAINTENANCE                                                  60.00   DAY                      75.00             4,500.00                   -                      -                  -                  -                                              -                  4,500.00
    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                   -                      -                  -                  -                                              -                74,000.00
    56        REMOVE MANHOLE (SANITARY)                                          2.00   EACH                    400.00               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                                       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                                       1,500.00     100%                -
    59        8"X6" PVC WYE                                                     12.00   EACH                    375.00             4,500.00                   -                      -              11.00           4,125.00                                       4,125.00      92%           375.00
    60        8" PVC PIPE SEWER                                                424.00   LF                       65.00            27,560.00                   -                      -             358.00          23,270.00                                      23,270.00      84%         4,290.00
    61        6" PVC SANITARY SERVICE PIPE                                     400.00   LF                       40.00            16,000.00                   -                      -                  -                  -                                              -                16,000.00
    62        2" PE PRESSURE SEWER SERVICE                                     105.00   LF                       40.00             4,200.00                   -                      -             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                    -                      -                  -                  -                                              -              151,392.00
    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                                       7,350.00     100%                -
    67        SANITARY LATERAL REINSTATEMENT                                    56.00   EACH                     55.00             3,080.00                   -                      -                  -                  -                                              -                  3,080.00
    68        TRIMMING PROTRUDING TAPS                                           7.00   EACH                  1,139.00             7,973.00                   -                      -                  -                  -                                              -                  7,973.00
    69        SANITARY LATERAL GROUTING                                         56.00   EACH                    450.00            25,200.00                   -                      -                  -                  -                                              -                25,200.00
    70        LATERAL CLEANING                                                  28.00   EACH                    500.00            14,000.00                   -                      -                  -                  -                                              -                14,000.00
    71        ROOT CUTTING                                                   1,200.00   LF                         3.00            3,600.00                   -                      -                  -                  -                                              -                  3,600.00
    72        SANITARY MANHOLE REHABILITATION (SPRAY-ON)                         9.00   EACH                  5,320.00            47,880.00                   -                      -                  -                  -                                              -                47,880.00
    73        SANITARY SEWER BYPASSING                                           1.00   LS                    2,815.00             2,815.00                   -                      -                  -                  -                                              -                  2,815.00
    74        POINT REPAIR - SANITARY SEWER PIPE                                 4.00   EACH                  4,500.00            18,000.00                   -                      -                  -                  -                                              -                18,000.00
    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                   -                      -                  -                  -                                              -                10,850.00
    77        REPLACE & ADJUST RING AND CASTING                                  3.00   EACH                  1,400.00             4,200.00                   -                      -                  -                  -                                              -                  4,200.00
    78        SANITARY SEWER TRACER SYSTEM                                       1.00   LS                    2,600.00             2,600.00                   -                      -                  -                  -                                              -                  2,600.00
    79        REMOVE GATE VALVE AND BOX                                         16.00   EACH                    300.00             4,800.00                   -                      -               5.00           1,500.00                                       1,500.00      31%         3,300.00
    80        REMOVE CURB STOP AND BOX                                          22.00   EACH                    150.00             3,300.00                   -                      -                  -                  -                                              -                  3,300.00
    81        REMOVE HYDRANT                                                     6.00   EACH                    400.00             2,400.00                   -                      -               1.00             400.00                                         400.00      17%         2,000.00
    82        REMOVE WATER MAIN                                              1,806.00   LF                         5.00            9,030.00                   -                      -             674.00           3,370.00                                       3,370.00      37%         5,660.00
    83        TEMPORARY WATER SERVICE                                            1.00   LS                  20,000.00             20,000.00                   -                      -               0.50          10,000.00                                      10,000.00      50%       10,000.00
    84        CONNECT TO EXISTING WATER MAIN                                    12.00   EACH                  1,500.00            18,000.00                   -                      -               3.00           4,500.00                                       4,500.00      25%       13,500.00
    85        DISCONNECT EXISTING WATER MAIN (P)                                 3.00   EACH                    900.00             2,700.00                   -                      -                  -                  -                                              -                  2,700.00
    86        HYDRANT (8.0' BURY)                                                5.00   EACH                  6,600.00            33,000.00                   -                      -               1.00           6,600.00                                       6,600.00      20%       26,400.00
    87        HYDRANT (11' BURY)                                                 1.00   EACH                  8,000.00             8,000.00                   -                      -                  -                  -                                              -                  8,000.00
    88        ADJUST VALVE BOX                                                  18.00   EACH                    300.00             5,400.00                   -                      -                  -                  -                                              -                  5,400.00
    89        1" CORPORATION STOP                                               27.00   EACH                    450.00            12,150.00                   -                      -               1.00             450.00                                         450.00        4%      11,700.00
    90        6" GATE VALVE AND BOX                                             16.00   EACH                  2,675.00            42,800.00                   -                      -               3.00           8,025.00                                       8,025.00      19%       34,775.00
    91        8" GATE VALVE AND BOX                                              2.00   EACH                  3,500.00             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                   -                      -                  -                  -                                              -                12,000.00
    93        1" CURB STOP AND BOX                                              27.00   EACH                    500.00            13,500.00                   -                      -               1.00             500.00                                         500.00        4%      13,000.00
    94        1" TYPE PE PIPE                                                  765.00   LF                       35.00            26,775.00                   -                      -              30.00           1,050.00                                       1,050.00        4%      25,725.00
    95        DIRECTIONAL DRILL SERVICE BELOW CSAH 12                            2.00   EACH                  5,000.00            10,000.00                   -                      -                  -                  -                                              -                10,000.00
    96        6" PVC WATERMAIN                                                  65.00   LF                       50.00             3,250.00                   -                      -              17.50             875.00                                         875.00      27%         2,375.00
    97        8" PVC WATERMAIN                                                 645.00   LF                       57.00            36,765.00                   -                      -             617.00          35,169.00                                      35,169.00      96%         1,596.00
    98        10" PVC WATERMAIN                                              1,130.00   LF                       75.00            84,750.00                   -                      -                  -                  -                                              -                84,750.00
    99        10" PVC WATERMAIN (DIRECTIONAL DRILLED)                          780.00   LF                      185.00          144,300.00                    -                      -                  -                  -                                              -              144,300.00
   100        4" INSULATION                                                     99.00   SY                       50.00             4,950.00                   -                      -               2.00             100.00                                         100.00        2%        4,850.00
   101        WATERMAIN FITTINGS                                             2,992.00   LB                       15.00            44,880.00                   -                      -             478.00           7,170.00                                       7,170.00      16%       37,710.00




                                                                                                                           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.                                                                                                           27
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.:             2                     Application Period:       From          08/30/25           to              10/03/25                                                                                                Application Date:              10/14/25
     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                 -                        -                   -                  -                                              -                    250.00
    103       WATERMAIN TRACER SYSTEM                                              1.00   LS                  5,000.00             5,000.00                 -                        -                   -                  -                                              -                  5,000.00
    104       REMOVE PIPE APRON                                                    1.00   EACH                  250.00               250.00                 -                        -                   -                  -                                              -                    250.00
    105       REMOVE MANHOLE OR CATCH BASIN                                        1.00   EACH                  400.00               400.00                 -                        -                   -                  -                                              -                    400.00
    106       REMOVE SEWER PIPE (STORM)                                          118.00   LF                       9.00            1,062.00                 -                        -                   -                  -                                              -                  1,062.00
    107       SALVAGE CASTING                                                      1.00   EACH                  100.00               100.00                 -                        -                   -                  -                                              -                    100.00
    108       24" RC PIPE APRON                                                    1.00   EACH                1,500.00             1,500.00                 -                        -                   -                  -                                              -                  1,500.00
    109       TRASH GUARD FOR 24" PIPE APRON                                       1.00   EACH                1,600.00             1,600.00                 -                        -                   -                  -                                              -                  1,600.00
    110       24" RC PIPE SEWER DESIGN 3006 CLASS III                             40.00   LF                    110.00             4,400.00                 -                        -                   -                  -                                              -                  4,400.00
    111       CONNECT TO EXISTING STORM SEWER                                      1.00   EACH                1,000.00             1,000.00                 -                        -                   -                  -                                              -                  1,000.00
    112       CONNECT TO EXISTING DRAINAGE STRUCTURE                               2.00   EACH                1,500.00             3,000.00                 -                        -                   -                  -                                              -                  3,000.00
    113       12" PIPE SEWER                                                      81.00   LF                     45.00             3,645.00                 -                        -                   -                  -                                              -                  3,645.00
    114       18" PIPE SEWER                                                     732.00   LF                     55.00            40,260.00                 -                        -                   -                  -                                              -                40,260.00
    115       24" PIPE SEWER                                                     219.00   LF                     68.00            14,892.00                 -                        -                   -                  -                                              -                14,892.00
    116       CASTING ASSEMBLY (STORM)                                            13.00   EACH                1,200.00            15,600.00                 -                        -                   -                  -                                              -                15,600.00
    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                 -                        -                   -                  -                                              -                  9,450.00
    119       CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020                         10.20   LF                    600.00             6,120.00                 -                        -                   -                  -                                              -                  6,120.00
    120       CONSTRUCT DRAINAGE STRUCTURE DESIGN 54-4020                          9.00   LF                    950.00             8,550.00                 -                        -                   -                  -                                              -                  8,550.00
    121       CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4022                          4.60   LF                    500.00             2,300.00                 -                        -                   -                  -                                              -                  2,300.00
    122       CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4022                          6.30   LF                  1,000.00             6,300.00                 -                        -                   -                  -                                              -                  6,300.00
    123       RECONSTRUCT DRAINAGE STRUCTURE                                       9.90   LF                    700.00             6,930.00                 -                        -                   -                  -                                              -                  6,930.00
   1001       MOBILIZATION (5TH ST)                                                1.00   LS                10,000.00             10,000.00               0.25                 2,500.00               0.50           5,000.00                                      5,000.00       50%         5,000.00
   1002       SALVAGE SIGN                                                         1.00   EACH                   50.00                 50.00                -                        -                1.00               50.00                                         50.00     100%                -
   1003       SAWING BITUMINOUS PAVEMENT (FULL DEPTH)                            516.00   LF                       5.00            2,580.00                 -                        -              452.00           2,260.00                                      2,260.00       88%           320.00
   1004       REMOVE CURB & GUTTER                                               315.00   LF                       5.00            1,575.00                 -                        -              328.00           1,640.00                                      1,640.00      104%           (65.00)
   1005       REMOVE BITUMINOUS DRIVEWAY PAVEMENT                                 34.00   SY                       7.00              238.00                 -                        -                   -                  -                                              -                    238.00
   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                                     19,456.00      100%                -
   1008       EXCAVATION - SUBGRADE (P)                                          347.00   CY                     16.00             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                                      8,675.00      100%                -
   1010       GEOTEXTILE FABRIC TYPE 9                                         2,847.00   SY                       2.25            6,405.75                 -                        -            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                                     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                 -                        -                   -                  -                                              -                31,977.00
   1013       TYPE SP 12.5 WEARING COURSE MIXTURE (3;C) 2.0" THICK             1,777.00   SY                     11.75            20,879.75                 -                        -                   -                  -                                              -                20,879.75
   1014       BITUMINOUS PATCH SPECIAL (DRIVEWAY)                                 25.00   SY                     38.25               956.25                 -                        -                   -                  -                                              -                    956.25
   1015       6" PERF PVC PIPE DRAIN                                             795.00   LF                     15.00            11,925.00                 -                        -              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                                      1,200.00      100%                -
   1017       4" CONCRETE WALK                                                 3,535.00   SF                       7.50           26,512.50                 -                        -                   -                  -                                              -                26,512.50
   1018       6" CONCRETE WALK                                                   335.00   SF                     12.25             4,103.75                 -                        -                   -                  -                                              -                  4,103.75
   1019       TRUNCATED DOMES                                                     90.00   SF                     55.00             4,950.00                 -                        -                   -                  -                                              -                  4,950.00
   1020       CONCRETE CURB AND GUTTER DESIGN B618                               855.00   LF                     25.75            22,016.25                 -                        -                   -                  -                                              -                22,016.25
   1021       7" CONCRETE VALLEY GUTTER                                          117.00   SY                     95.00            11,115.00                 -                        -                   -                  -                                              -                11,115.00
   1022       7" CONCRETE DRIVEWAY PAVEMENT (COMMERCIAL)                          40.00   SY                     92.50             3,700.00                 -                        -                   -                  -                                              -                  3,700.00
   1023       CONCRETE SILL                                                      420.00   LF                     12.50             5,250.00                 -                        -                   -                  -                                              -                  5,250.00
   1024       TRAFFIC CONTROL (5TH ST)                                             1.00   LS                  1,525.00             1,525.00                 -                        -                0.50             762.50                                        762.50       50%           762.50
   1025       INSTALL SIGN                                                         1.00   EACH                  350.00               350.00                 -                        -                   -                  -                                              -                    350.00
   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                 -                        -                   -                  -                                              -                    300.00




                                                                                                                           EJCDC C-620 Contractor's Application for Payment
Unit Price                                                                                                  (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.                                                                                                   3 of 5
                                                                                                                                                                                                                                                                                                           28
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.:             2                     Application Period:       From          08/30/25             to              10/03/25                                                                                                Application Date:              10/14/25
     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                 -                         -                  -                  -                                             -                  4,900.00
   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                 -                         -                  -                  -                                             -                  1,750.00
   1036       TURF MAINTENANCE (5TH ST)                                           30.00   DAY                     100.00             3,000.00                 -                         -                  -                  -                                             -                  3,000.00
   1037       REMOVE HYDRANT                                                       1.00   EACH                    400.00               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                                      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                                      3,000.00     100%                -
   1040       ADJUST VALVE BOX                                                     2.00   EACH                    300.00               600.00                 -                         -                  -                  -                                             -                    600.00
   1041       6" GATE VALVE & BOX                                                  3.00   EACH                  2,500.00             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                                      1,400.00        3%      51,100.00
   1043       8" PVC WATERMAIN                                                   520.00   LF                       55.00            28,600.00                 -                         -             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                                      6,500.00     100%                -
   1045       WATERMAIN FITTINGS                                                 300.00   LB                       15.25             4,575.00                 -                         -             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                                      5,000.00     100%                -
   1047       REMOVE MANHOLE OR CATCH BASIN                                        1.00   EACH                    500.00               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                                        639.00      84%           126.00
   1049       CONNECT TO EXISTING STORM                                            2.00   EACH                  1,250.00             2,500.00                 -                         -               2.00           2,500.00                                      2,500.00     100%                -
   1050       CONNECT TO EXISTING DRAINAGE STRUCTURE                               1.00   EACH                  1,500.00             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                                      3,971.00     157%       (1,441.00)
   1052       STORM SEWER CASTING ASSEMBLY                                         2.00   EACH                  1,200.00             2,400.00                 -                         -                  -                  -                                             -                  2,400.00
   1053       CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (R-1)                    4.30   LF                      450.00             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                                      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     116%       (2,846.40)
   2001       MOBILIZATION (FOREST M&O)                                            1.00   LS                    5,000.00             5,000.00                 -                         -                  -                  -                                             -                  5,000.00
   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                 -                         -                  -                  -                                             -                  8,496.00
   2004       BITUMINOUS MATERIAL FOR TACK COAT                                  283.00   GAL                        3.50              990.50                 -                         -                  -                  -                                             -                    990.50
   2005       TYPE SP 12.5 WEARING COURSE MIXTURE (3;B) 2.0" THICK             2,832.00   SY                       11.00            31,152.00                 -                         -                  -                  -                                             -                31,152.00
   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                 -                         -                  -                  -                                             -                  1,387.50
   2008       TRAFFIC CONTROL (FOREST ST M&O)                                      1.00   LS                      700.00               700.00                 -                         -                  -                  -                                             -                    700.00
   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               0.25                   500.00               0.25             500.00                                        500.00      25%         1,500.00
   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                -                         -                  -                  -                                             -                     50.00
   3005       REMOVE CURB & GUTTER                                                15.00   LF                         5.00                75.00                -                         -                  -                  -                                             -                     75.00
   3006       EXCAVATION - COMMON (P)                                            167.00   CY                       16.00             2,672.00                 -                         -                  -                  -                                             -                  2,672.00
   3007       4" CONCRETE WALK                                                 1,545.00   SF                         7.50           11,587.50                 -                         -                  -                  -                                             -                11,587.50
   3008       6" CONCRETE WALK                                                    85.00   SF                       12.25             1,041.25                 -                         -                  -                  -                                             -                  1,041.25
   3009       TRUNCATED DOMES                                                     10.00   SF                       55.00               550.00                 -                         -                  -                  -                                             -                    550.00
   3010       CONCRETE CURB AND GUTTER DESIGN B618                                15.00   LF                       25.75               386.25                 -                         -                  -                  -                                             -                    386.25
   3011       7" CONCRETE DRIVEWAY PAVEMENT (COMMERCIAL)                          25.00   SY                       92.50             2,312.50                 -                         -                  -                  -                                             -                  2,312.50
   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
   3015       FERTILIZER TYPE 3                                                   23.00   LB                         2.50                57.50                -                         -                  -                  -                                             -                     57.50
   3016       SODDING                                                            535.00   SY                         7.00            3,745.00                 -                         -                  -                  -                                             -                  3,745.00




                                                                                                                             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
                                                                                                                                                                                                                                                                                                            29
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.:           2                     Application Period:       From           08/30/25           to              10/03/25                                                                                                Application Date:             10/14/25
     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             ($)                  ($)                     ($)               (%)         ($)
   3017       RAPID STABILIZATION METHOD 2                                     268.00   SY                         3.00             804.00                   -                      -                  -                -                                              -                         804.00
   3018       INSTALL SIGN                                                       1.00   EACH                    350.00              350.00                   -                      -                  -                -                                              -                         350.00
   3019       TOPSOIL PREPARATION                                              535.00   SY                         2.50           1,337.50                   -                      -                  -                -                                              -                       1,337.50
   3020       TURF MAINTENANCE (RED WING AVE WALK)                              30.00   DAY                     500.00           15,000.00                   -                      -                  -                -                                              -                     15,000.00
   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                             $        36,538.50                   $      345,632.88 $                      -   $      345,632.88            15% $ 1,948,996.37




                                                                                                                          EJCDC C-620 Contractor's Application for Payment
Unit Price                                                                                                 (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.                                                                                                     5 of 5
                                                                                                                                                                                                                                                                                                            30
                                                             AGENDA ITEM NO.
                                                             VII.B


Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                October 14, 2025

SUBMITTED BY:        Holli Gudknecht, Engineering

ITEM TYPE:           Engineering

AGENDA SECTION:      ENGINEERING

SUBJECT:
                     Truck Highway 60 Project


SUGGESTED ACTION:
                     We met with MnDOT planning staff on September 30.

                     MnDOT’s project currently includes all of Hwy 60 through town and
                     extending east to Wanamingo. The project is planned as a repaving
                     project alone, with some other minor improvements to sidewalks and
                     drainage features. The project is planned for 2031 construction.



                     The city has segments of older utilities within the highway. By fall of
                     next year, we’ll need to notify the state if any significant utility
                     replacements are needed with the project. If required, the scope could
                     potentially change to a full reconstruction and construction would
                     likely be delayed a few years.



                     No specific action is requested by the council at this time. We’ll
                     return in the next few months with some additional strategies for
                     planning this project.


ATTACHMENTS:




                                                                                               31
                                                          AGENDA ITEM NO. IX.A


Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                October 14, 2025

SUBMITTED BY:        Holli Gudknecht, Administration

ITEM TYPE:           **Financial

AGENDA SECTION:      FINANCIAL

SUBJECT:             **FINANCIAL
                     1. Financial Reports and Checks for September

SUGGESTED ACTION:    Approved as part of the Consent Agenda

ATTACHMENTS:
OCT. REVENUE.pdf
OCT. EXPENSES.pdf
OCT. CHECKS.pdf




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                                                                   AGENDA ITEM NO. XI.A


Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                        October 14, 2025

SUBMITTED BY:                Holli Gudknecht, Administration

ITEM TYPE:                   New Business

AGENDA SECTION:              NEW BUSINESS

SUBJECT:                     MN Paid Leave

SUGGESTED ACTION:            Abdo will review the MN Paid Leave that the state of MN is
                             implementing on January 1, 2026

ATTACHMENTS:
City of Kenyon - Paid Leave Memo.docx
Abdo_Resources_MN Paid Leave.pdf
MN Paid Leave Overview - DEED website.pdf




                                                                                          77
                                                  MEMO:


TO: City Administrator

FROM: Abby Polzine, Abdo Workforce Solutions.

RE: MN Paid Leave Overview

DATE: October 14, 2025



Introduction
The state of MN is implementing a new program, MN Paid Leave, on January 1, 2026. This program will
provide partial wage payments and job protection to individuals who have a qualified medical or family
situation. It will be funded by premiums made up of contributions from employees and employers. Payments
will be made directly from the state to the employees.



Focal Points:
    What is MN Paid Leave?
    What instances will an individual qualify?
    Paid Leave Premium Contributions
    Paid Leave Payments




                                                                                                           78
                                                                                                     YO U R G U I D E TO


                                                                                    Minnesota
                                                                                    Paid Leave
PREPARE                                                           EXECUTE

What employers                                                    Paid Leave compliance
should be doing                                                   checklist
Minnesota’s new Paid Leave (MNPL) law is bringing                 Use this simple guide to understand key steps you
major changes for employers across the state.                     can take to prepare your policies, support your team,
Businesses and organizations need to be prepare to                and stay compliant with the new requirements.
implement the changes swiftly and accurately.


                 1                                        2                                          3
       Review & update                        Create a strategic                             Prepare your
       your leave policies                  implementation plan                             managers & staff
Start by reading through your          Think through how MNPL will                  Front-line managers will be key to
existing leave, time-off, and          affect your operations. Key                  your success. Provide them with
benefits policies. Compare them to     questions to ask:                            simple training or guides to:
Minnesota’s new Paid Leave rules to      • Who will track and manage                  • Understand what MNPL covers
identify where updates are needed.         leave?                                     • Know how to respond to
Pay special attention to:                • How will we handle employee                  employee questions
 • Leave eligibility requirements          absences during leave?                     • Recognize when to escalate
 • Definitions of family and medical     • Will we use the Minnesota                    situations to HR or leadership
   leave                                   Paid Leave plan, or participate          We encrouage a comprehensive
 • How MNPL coordinates with               in an equivalent plan?                   training session, but even a short
   existing PTO or FMLA policies       Make a timeline for updating                 meeting with talking points can help
Document any necessary updates         policies, notifying employees, and           your team apply policies consistently
and ensure the language is clear and   preparing for the January 2026               and compassionately. Be sure to
legally aligned. Consider adding a     rollout. Build flexibility into your         cover employee eligibility, qualifying
stand-alone MNPL section to your       plan to adjust as more details are           reasons for leave, job protection, and
handbook for clarity.                  finalized by the state.                      how to properly handle requests.

                                       abdosolutions.com | info@abdosolutions.com

                                                                                                                             79
                                            Paid Leave coverage
                                 Paid Leave will provide payments and job protection for:


   Medical Leave                       Family Leave
       1-12 weeks                           1-12 weeks




Someone’s own serious                   Bonding with a             Caring for a             Managing           Certain personal
   health condition                       new child                 loved one              military leave       safety issues


                       Maximum of 20 weeks combined in one year if someone qualifies for both
                                            medical and family leave.




                                                                  Helpful links & resources
                                                                  Below are some helpful resources that are available for
                                                                  free from the State of Minnesota.

                                                                  Employer roles/responsibilities
                                                                  https://mn.gov/deed/paidleave/employers/role/
                                                                  How will the premiums work and what will it cost me?
                                                                  https://mn.gov/deed/paidleave/employers/premiums/
                                                                  How do the private plans/equivalent plans work?
                                                                  https://mn.gov/deed/paidleave/employers/equivalent/




                                       More about Paid Leave
             PAYMENTS                                JOB PROTECTIONS                                        FUNDING

    Benefit payments will cover a                 Paid Leave will ensure that                Paid Leave is a social insurance
 portion of an individual’s usual pay            employees are able to return                 program. Both employers and
during a qualified leave. Eligibility for       to their job after taking leave. If        employees will contribute premiums
payments will be based on earnings                    someone has worked                              to the fund.
        in the previous year.                   at their job for at least 90 days,
                                                their job will be protected when
                                                     they return from leave.


                                                      LEARN MO RE



                                              abdosolutions.com | info@abdosolutions.com

                                                                                                                                  80
 Minnesota Paid Leave makes
 time for the moments that matter
 Minnesotans take care of one another. Starting in January 2026, Paid Leave will ensure Minnesotans can
 take the time they need to be there for some of life’s most important moments—like welcoming a child,
 recovering from a serious illness, or caring for a loved one.


 Paid Leave coverage
 Paid Leave will provide payments and job protection for:

 Medical Leave                         Family Leave
 1-12 weeks                            1-12 weeks




    Someone’s own                         Bonding with                  Caring for                   Managing                Certain personal
     serious health                        a new child                  a loved one                 military leave            safety issues
       condition

 Maximum of 20 weeks combined in one year if someone qualifies for both medical and family leave.


 Almost all employers and individuals that work in Minnesota will be covered by Paid Leave.

 Paid Leave payments
 Benefit payments will cover a portion of an individual’s usual pay during a qualified leave. Eligibility for
 payments will be based on earnings in the previous year.

 Paid Leave job protection
 Paid Leave will ensure that employees are able to return to their job after taking leave. If someone has worked
 at their job for at least 90 days, their job will be protected when they return from leave.

 Paid Leave funding
 Paid Leave is a social insurance program. Both employers and employees will contribute premiums to the fund.


 Learn more about Paid Leave eligibility, coverage, premiums and more at
 info.paidleave.mn.gov



                                                                                                       info.paidleave.mn.gov
                                                                            Minnesota Department of Employment and Economic Development
                                                                                                    180 E 5th St Suite 1200 | Saint Paul, MN 55101
                                                                                                                                                 81
1/2025
                                                                 AGENDA ITEM NO. XI.B


Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                      October 14, 2025

SUBMITTED BY:              Holli Gudknecht, Administration

ITEM TYPE:                 New Business

AGENDA SECTION:            NEW BUSINESS

SUBJECT:                   Employee Benefits/Open Enrollment – Beth from Gallagher

SUGGESTED ACTION:          Beth from Gallagher will review the 2026 benefits.

ATTACHMENTS:
GALLAGHER - BENEFITS.pdf




                                                                                        82
City of Kenyon
2026 Renewal Presentation
Beth Klimmek | October 9th, 2025
                                                                83
                                   © 2023 ARTHUR J. GALLAGHER & CO.
Renewal Overview




                                                84
                   © 2023 ARTHUR J. GALLAGHER & CO.
2026 Renewal Overview

          Coverage                   Carrier         Renewal Date                              Rate Action
                                                                    •   BCBS offered Fully-Insured renewal with a combined increase
                                                                        across all 3 plans of 21.25%
            Medical               BCBS of MN           1/1/2026     •   Alternate Plan designs shown to help alleviate the increase
                                                                    •   Marketed to: United Healthcare 26.44% increase, and
                                                                        Minnesota Healthcare Consortium 6.14% increase

                                                                    •   Delta Dental offered to renew both plans
    Dental & Pediatric Dental   Delta Dental of MN     1/1/2026     •   Traditional Dental Rate increase – 0%
                                                                    •   Pediatric Dental increase – 9%


        Voluntary Vision             Avesis            1/1/2026     •   Avesis renewing the plan with no increase



                                                                    •   Guardian
           Life/AD&D                Guardian           1/1/2026
                                                                    •   In rate guarantee no increase


                                                                    •   Guardian
      Voluntary Life/AD&D           Guardian           1/1/2026
                                                                    •   In rate guarantee no increase




                                                                                                                                                 85
                                                                                                                    © 2023 ARTHUR J. GALLAGHER & CO.
3
2026 Renewal Overview

          Coverage            Carrier    Renewal Date                               Rate Action

                                                        •   Guardian offered a renewal decrease due to MN PFML
      Short Term Disability   Guardian     1/1/2026     •   Rate will decrease by 49.72%



                                                        •   Guardian
      Long Term Disability    Guardian     1/1/2026
                                                        •   In rate guarantee no increase


                                                        •   Optum
     Health Savings Account    Optum       1/1/2026
                                                        •   Maximum Contribution Amounts - $4,400/Single, $8,750/Family


                                                        •   Proposing to move to Medsurety effective January 1st due to
     COBRA Administration      TASC        9/1/2026
                                                            administration issues with TASC.




                                                                                                                                        86
                                                                                                           © 2023 ARTHUR J. GALLAGHER & CO.
 4
Medical Renewal and Marketing



Medical | Fully-Insured Renewal | Effective 01/01/2026

                                                                                         Current                                               Renewal                         Renewal Option 1                Renewal Option 2                        Renewal Option 3
                                                         Carrier Name                                Blue Cross and Blue Shield of Minnesota                           e Cross and Blue Shield of Minnes       UnitedHealthcare                 Minnesota Healthcare Constorium
                                                              Network                                             BlueAccess                                                     BlueAccess                      Choice Plus                           Medica Passport

                                                                        BlueAccess      BlueAccess      BlueAccess        BlueAccess       BlueAccess      BlueAccess      BlueAccess      BlueAccess     UHC Choice      UHC Choice
                   Coverage                                                                                                                                                                                                                 MSI PP MN        MSI PP MN    MSI PP MN
                                           Plan Choice                  Gold $1,000      HSA Gold       HSA Silver        Gold $1,000       HSA Gold       HSA Silver       HSA Gold       HSA Silver    Plus HSA Gold   Plus HSA Silver
                     Tier                                                                                                                                                                                                                  2700-0% HSA     3400-30% HSA 1000-35/70-30%
                                                                         Plan 637     $2,700 Plan 653 $3,300 Plan 632      Plan 637      $3,050 Plan 653 $3,400 Plan 632 $3,400 Plan 563 $6,400 Plan 628     2800-1          6000-1

                     EF       BlueAccess HSA Gold $2,700 Plan 653                        $2,896.26                                             $3,458.84                   $3,345.98                       $3,543.20                           $3,395.80
                     EF       BlueAccess HSA Gold $2,700 Plan 653                        $4,016.40                                             $4,935.57                   $4,774.53                       $5,055.97                           $3,395.80
                     EE       BlueAccess HSA Gold $2,700 Plan 653                         $914.34                                              $1,111.45                   $1,075.19                       $1,138.56                           $1,212.78
                     EF       BlueAccess HSA Gold $2,700 Plan 653                        $1,829.95                                             $2,141.40                   $2,071.52                       $2,193.63                           $3,395.80
                     EF       BlueAccess HSA Gold $2,700 Plan 653                        $2,970.35                                             $3,547.01                   $3,431.28                       $3,633.53                           $3,395.80
                     EF       BlueAccess HSA Gold $2,700 Plan 653                        $3,513.00                                             $4,316.88                   $4,176.02                       $4,422.17                           $3,395.80
                     EE       BlueAccess HSA Gold $2,700 Plan 653                         $633.20                                               $740.97                     $716.79                         $759.04                            $1,212.78
                     EF       BlueAccess HSA Silver $3,300 Plan 632                                         $2,433.30                                      $2,967.65                       $2,836.53                       $3,169.19                            $2,837.28
                     EF       BlueAccess HSA Silver $3,300 Plan 632                                         $3,097.93                                      $3,818.65                       $3,649.94                       $4,077.99                            $2,837.28
                     EF       BlueAccess HSA Silver $3,300 Plan 632                                         $3,467.90                                      $4,261.39                       $4,073.13                       $4,550.81                            $2,837.28
                     ES       BlueAccess HSA Silver $3,300 Plan 632                                         $3,203.10                                      $3,833.34                       $3,663.96                       $4,093.68                            $2,837.28
                                        Estimated Monthly Premium                       $28,975.73                                         $35,133.15                              $33,814.87                     $36,637.77                                 $30,753.68
                                         Estimated Annual Premium                      $347,708.76                                        $421,597.80                             $405,778.44                    $439,653.24                                $369,044.16
                                                   Dollar Difference                       N/A                                             $73,889.04                              $58,069.68                     $91,944.48                                 $21,335.40
                                                    Percent Change                         N/A                                              21.25%                                  16.70%                         26.44%                                      6.14%




                                                                                                                                                                                                                                                                                  87
                                                                                                                                                                                                                                                   © 2023 ARTHUR J. GALLAGHER & CO.
BlueCross Current / Renewal / Alternate

Medical | Fully-Insured Renewal Options| Effective 01/01/2026
                                                                                                           CURRENT                                                                             RENEWAL                                                         RENEWAL OPTION 1
                                                       Carrier Name                          Blue Cross and Blue Shield of Minnesota                                             Blue Cross and Blue Shield of Minnesota                              Blue Cross and Blue Shield of Minnesota

                                                                         BlueAccess Gold $1,000       BlueAccess HSA Gold        BlueAccess HSA Silver       BlueAccess Gold $1,000       BlueAccess HSA Gold        BlueAccess HSA Silver        BlueAccess HSA Gold          BlueAccess HSA Silver
                                                          Plan Name
                                                                                Plan 637                 $2,700 Plan 653            $3,300 Plan 632                 Plan 637                 $3,050 Plan 653            $3,400 Plan 632              $3,400 Plan 563              $6,400 Plan 628

                                                            Network               Aware                       Aware                       Aware                       Aware                       Aware                       Aware                       Aware                          Aware

PLAN DESIGN*
In-Network Benefits
  Deductible Type                                                               Embedded                 Non-Embedded                   Embedded                    Embedded                Non-Embedded                    Embedded                    Embedded                     Embedded
  Calendar Year (CY) Deductible (Individual / Family)                         $1,000 / $2,000            $2,700 / $5,400             $3,300 / $6,600              $1,000 / $2,000            $3,050 / $6,100             $3,400 / $6,800              $3,400 / $6,800             $6,400 / $12,800
  CY Out-of-Pocket Max (Individual / Family)                                 $5,250 / $10,500            $2,700 / $5,400             $6,000 / $12,000            $5,500 / $11,000            $3,050 / $6,100             $6,400 / $12,800             $3,400 / $6,800             $6,400 / $12,800
  Coinsurance (member pays after deductible)                                        30%                        0%                         30%                           30%                       0%                          30%                          0%                           0%
  Preventive Care                                                             Covered 100%                Covered 100%                Covered 100%                Covered 100%               Covered 100%                 Covered 100%                Covered 100%                 Covered 100%
                                                                                Office: $35;                                                                        Office: $35;         Covered 100% After Ded           30% After Ded                                        Covered 100% After Ded
 Primary Care Visit                                                                                  Covered 100% After Ded            30% After Ded                                                                                             Covered 100% After Ded
                                                                          Others: 30% After Ded                                                               Others: 30% After Ded
                                                                                Office: $70;                                                                        Office: $70;         Covered 100% After Ded            30% After Ded                                       Covered 100% After Ded
 Specialist Visit                                                                                    Covered 100% After Ded            30% After Ded                                                                                             Covered 100% After Ded
                                                                          Others: 30% After Ded                                                               Others: 30% After Ded
                                                                            Office: $35 or $70,                                                                 Office: $35 or $70,      Covered 100% After Ded            30% After Ded                                       Covered 100% After Ded
 Urgent Care                                                              whichever is applicable;   Covered 100% After Ded            30% After Ded          whichever is applicable;                                                           Covered 100% After Ded
                                                                          Others: 30% After Ded                                                               Others: 30% After Ded
 Emergency Room                                                               30% After Ded          Covered 100% After Ded            30% After Ded              30% After Ded          Covered 100% After Ded            30% After Ded         Covered 100% After Ded        Covered 100% After Ded
 Inpatient Hospital                                                           30% After Ded          Covered 100% After Ded            30% After Ded              30% After Ded          Covered 100% After Ded            30% After Ded         Covered 100% After Ded        Covered 100% After Ded
 Outpatient Surgery                                                           30% After Ded          Covered 100% After Ded            30% After Ded              30% After Ded          Covered 100% After Ded            30% After Ded         Covered 100% After Ded        Covered 100% After Ded
 Prescription Drug Benefit
   Preventive Drug                                                                  NA               ACA Preventive Drugs $0     ACA Preventive Drugs $0                NA               ACA Preventive Drugs $0     ACA Preventive Drugs $0     ACA Preventive Drugs $0       ACA Preventive Drugs $0
   Retail
    Tier I / Tier II / Tier III                                              $20 / $75 / $150        Covered 100% After Ded            30% After Ded             $25 / $75 / $150                   $0                     30% After Ded         Covered 100% After Ded        Covered 100% After Ded
   Specialty                                                                       30%               Covered 100% After Ded            30% After Ded                   30%                          $0                     30% After Ded         Covered 100% After Ded        Covered 100% After Ded
   Mail Order
    Tier I / Tier II / Tier III                                              $60 / $225 / $450       Covered 100% After Ded            30% After Ded             $75 / $225 / $450                  $0                     30% After Ded         Covered 100% After Ded        Covered 100% After Ded
Out-of-Network Benefits
 CY Deductible (Individual / Family)                                        $10,000 / $20,000           $10,000 / $20,000           $10,000 / $20,000           $10,000 / $20,000           $10,000 / $20,000           $10,000 / $20,000           $10,000 / $20,000               $10,000 / $20,000
 CY Out-of-Pocket Max (Individual / Family)                                 $30,000 / $60,000           $30,000 / $60,000           $30,000 / $60,000           $30,000 / $60,000           $30,000 / $60,000           $30,000 / $60,000           $30,000 / $60,000               $30,000 / $60,000
 Coinsurance (member pays after deductible)                                       50%                         50%                         50%                         50%                         50%                         50%                         50%                             50%
COST ANALYSIS
                                                                         BlueAccess Gold $1,000       BlueAccess HSA Gold        BlueAccess HSA Silver       BlueAccess Gold $1,000       BlueAccess HSA Gold        BlueAccess HSA Silver        BlueAccess HSA Gold        BlueAccess HSA Silver
PEPM Rates                          Plan 1   Plan 2       Plan 3
                                                                                  Plan 637                $2,700 Plan 653             $3,300 Plan 632                 Plan 637                $3,050 Plan 653             $3,400 Plan 632             $3,400 Plan 563             $6,400 Plan 628
                                                                           Refer Renewal Census        Refer Renewal Census        Refer Renewal Census        Refer Renewal Census        Refer Renewal Census        Refer Renewal Census        Refer Renewal Census        Refer Renewal Census
 Employee (EE) Only                   0         2            0
                                                                        Triple Tab for Member Level Triple Tab for Member Level Triple Tab for Member Level Triple Tab for Member Level Triple Tab for Member Level Triple Tab for Member Level Triple Tab for Member Level Triple Tab for Member Level
 EE + Family                          0         5            4                      Rates                       Rates                       Rates                       Rates                       Rates                       Rates                       Rates                       Rates
      Total Enrollment                0         7            4
Estimated Monthly Premium                                                                                   $28,975.73                                                                          $35,133.15                                                               $33,814.87
Estimated Annual Premium                                                                                   $347,708.76                                                                         $421,597.80                                                              $405,778.44
                                                    Dollar Difference                                                                                                                           $73,889.04                                                               $58,069.68
                                                     Percent Change                                                                                                                              21.25%                                                                   16.70%
PLAN PROVISIONS
Rate Guarantee
*NOTE: benefit deviations from current and renewal are identified in bold font
                                                                                                             Current                                                                            12 Months                                                               12 Months
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Notes: BlueCross Alternate does not show a $1,000 due to no enrollment
 BlueCross Current / UHC and MHC Marketing


                                                                                                              CURRENT                                                                    RENEWAL OPTION 2                                                                    Renewal Option 3
                                                     Carrier Name                               Blue Cross and Blue Shield of Minnesota                                                    UnitedHealthcare                                              Minnesota Healthcare Constorium / Administered by Medica
                                                                       BlueAccess Gold $1,000 Plan   BlueAccess HSA Gold $2,700 BlueAccess HSA Silver $3,300            UHC Choice Plus HSA Gold     UHC Choice Plus HSA Silver
                                                        Plan Name                                                                                                                                                                       MSI PP MN 1000-35/70-30%         MSI PP MN 2700-0% HSA         MSI PP MN 3400-30% HSA
                                                                                  637                          Plan 653                  Plan 632                                2800-1                       6000-1
                                                          Network             BlueAccess                     BlueAccess                 BlueAccess                            Choice Plus                   Choice Plus                     Medica Passport                  Medica Passport               Medica Passport
PLAN DESIGN*                                                                                                                                                                  EN9T / F57S                   EN85 / D57S
In-Network Benefits
  Deductible Type                                                               Embedded                     Non-Embedded                       Embedded                     Non-Embedded                         Embedded                      Embedded                     Non-Embedded                      Embedded
  Calendar Year (CY) Deductible (Individual / Family)                         $1,000 / $2,000                $2,700 / $5,400                 $3,300 / $6,600                 $2,800 / $5,600                   $6,000 / $12,000               $1,000 / $2,000                $2,700 / $5,400                $3,400 / $6,800
  CY Out-of-Pocket Max (Individual / Family)                                 $5,250 / $10,500                $2,700 / $5,400                 $6,000 / $12,000                $5,500 / $8,900                   $6,000 / $12,000              $5,250 / $10,500                $2,700 / $5,400                $6,100 / $12,200
  Coinsurance (member pays after deductible)                                        30%                            0%                             30%                              0%                                0%                             30%                            0%                            30%
  Preventive Care                                                             Covered 100%                    Covered 100%                    Covered 100%                    Covered 100%                      Covered 100%                  Covered 100%                    Covered 100%                   Covered 100%
                                                                                Office: $35;                                                                                                                                                    Office: $35;
 Primary Care Visit                                                                                       Covered 100% After Ded              30% After Ded               Covered 100% After Ded          Covered 100% After Ded                                          Covered 100% After Ded             30% After Ded
                                                                          Others: 30% After Ded                                                                                                                                           Others: 30% After Ded
                                                                                Office: $70;                                                                                                                                                    Office: $70;
 Specialist Visit                                                                                         Covered 100% After Ded              30% After Ded               Covered 100% After Ded          Covered 100% After Ded                                          Covered 100% After Ded             30% After Ded
                                                                          Others: 30% After Ded                                                                                                                                           Others: 30% After Ded
                                                                            Office: $35 or $70,                                                                                                                                             Office: $35 or $70,
 Urgent Care                                                              whichever is applicable;        Covered 100% After Ded              30% After Ded               Covered 100% After Ded          Covered 100% After Ded          whichever is applicable;        Covered 100% After Ded             30% After Ded
                                                                          Others: 30% After Ded                                                                                                                                           Others: 30% After Ded
 Emergency Room                                                               30% After Ded               Covered 100% After Ded              30% After Ded                   $500 After Ded              Covered 100% After Ded              30% After Ded               Covered 100% After Ded             30% After Ded
 Inpatient Hospital                                                           30% After Ded               Covered 100% After Ded              30% After Ded               $1,200 After Ded /Admit         Covered 100% After Ded              30% After Ded               Covered 100% After Ded             30% After Ded
 Outpatient Surgery                                                           30% After Ded               Covered 100% After Ded              30% After Ded                   $800 After Ded              Covered 100% After Ded              30% After Ded               Covered 100% After Ded             30% After Ded
 Prescription Drug Benefit
   Preventive Drug                                                                  NA                   ACA Preventive Drugs $0         ACA Preventive Drugs $0         ACA Preventive Drugs $0          ACA Preventive Drugs $0                   NA                   ACA Preventive Drugs $0        ACA Preventive Drugs $0
   Retail
    Tier I / Tier II / Tier III                                               $20 / $75 / $150            Covered 100% After Ded              30% After Ded               $10 / $40 / $125 / $300         Covered 100% After Ded             $20 / $75 / $150             Covered 100% After Ded             30% After Ded
   Specialty                                                                        30%                   Covered 100% After Ded              30% After Ded               $10 / $40 / $125 / $500         Covered 100% After Ded                   30%                    Covered 100% After Ded             30% After Ded
   Mail Order
    Tier I / Tier II / Tier III                                              $60 / $225 / $450            Covered 100% After Ded              30% After Ded             $25 / $100 / $312.50 / $750       Covered 100% After Ded             $60 / $225 / $450            Covered 100% After Ded             30% After Ded
Out-of-Network Benefits
 CY Deductible (Individual / Family)                                         $10,000 / $20,000               $10,000 / $20,000               $10,000 / $20,000               $10,000 / $20,000                 $10,000 / $20,000            $10,000 / $20,000                $10,000 / $20,000             $10,000 / $20,000
 CY Out-of-Pocket Max (Individual / Family)                                  $30,000 / $60,000               $30,000 / $60,000               $30,000 / $60,000               $20,000 / $40,000                 $20,000 / $40,000            $30,000 / $60,000                $30,000 / $60,000             $30,000 / $60,000
 Coinsurance (member pays after deductible)                                        50%                             50%                             50%                             50%                               50%                          50%                              50%                           50%
COST ANALYSIS
                                                                       BlueAccess Gold $1,000 Plan     BlueAccess HSA Gold $2,700 BlueAccess HSA Silver $3,300         UHC Choice Plus HSA Gold        UHC Choice Plus HSA Silver
PEPM Rates                        Plan 1   Plan 2       Plan 3                                                                                                                                                                          MSI PP MN 1000-35/70-30%         MSI PP MN 2700-0% HSA         MSI PP MN 3400-30% HSA
                                                                                   637                           Plan 653                        Plan 632                        2800-1                          6000-1
 Employee (EE) Only                  0        2            0          Refer Renewal Census Triple Tab Refer Renewal Census Triple Tab Refer Renewal Census Triple Tab Refer Renewal Census Triple Tab Refer Renewal Census Triple Tab
                                                                                                                                                                                                                                                $1,217.08                       $1,212.78                      $1,013.32
 EE + Family                         0        5            4              for Member Level Rates          for Member Level Rates          for Member Level Rates          for Member Level Rates          for Member Level Rates
      Total Enrollment               0        7            4                                                                                                                                                                                    $3,407.78                       $3,395.80                      $2,837.28
Estimated Monthly Premium                                                                                       $28,975.73                                                                        $36,637.77                                                                    $30,753.68
Estimated Annual Premium                                                                                       $347,708.76                                                                       $439,653.24                                                                   $369,044.16
                                                  Dollar Difference                                                                                                                               $91,944.48                                                                    $21,335.40
                                                   Percent Change                                                                                                                                  26.44%                                                                         6.14%
PLAN PROVISIONS
Rate Guarantee                                                                                               Current                                                                   12 Months                                                                                12 Months
*NOTE: benefit deviations from current and renewal are identified in bold font
Notes: UHC does not show a $1000 deducitble plan due to no enrollment. Conversation have been added to drop the plan.
MHC did show an $1000 Ded. as they match current benefits being they are self-insured. $3300 plan is being indexed due to IRS Minimum indexing to be considered an embedded deductible




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                                                                                                                                                                                                                                                                                                                               89
Dental Renewal

                                                                                           CURRENT                                                                            RENEWAL
                                       Carrier Name                                Delta Dental of Minnesota                                                           Delta Dental of Minnesota
                                         Plan Name     Delta Dental Solutions - Dual Option w/Ortho              Pediatric Dental          Delta Dental Solutions - Dual Option w/Ortho              Pediatric Dental
PLAN DESIGN*                                                      Option 1                  Option 2                                                  Option 1                 Option 2
                                             Network       PPO          Premier/OON      Premier/OON          PPO          Premier/OON         PPO          Premier/OON      Premier/OON          PPO          Premier/OON
Calendar Year (CY) Deductible (Individual / Family)      $0 / $0          $25 / $75        $25 / $75          $50 /             $50 /        $0 / $0          $25 / $75        $25 / $75          $50 /             $50 /
Annual Maximum                                           $2,000            $2,000            $1,000                           $1,000         $2,000            $2,000           $1,000                            $1,000
 Out of Pocket Maximum                                                                                    $400 / $800                                                                         $400 / $800
Maximum Rollover                                       Not Included     Not Included      Not Included    Not Included      Not Included   Not Included     Not Included      Not Included    Not Included      Not Included
Coinsurance** (member pays after deductible)
 Preventive Services                                        0%               20%                 0%          0%                 0%           0%               20%                 0%         0%                  0%
  Cleaning Frequency                                 2 per 12 Months 2 per 12 Months 2 per 12 Months 2 per 12 Months 2 per 12 Months 2 per 12 Months 2 per 12 Months 2 per 12 Months 2 per 12 Months 2 per 12 Months
  Deductible Waived?                                        Yes              Yes                Yes          Yes                Yes          Yes               Yes               Yes         Yes                 Yes
 Basic                                                   0%-10%              50%                20%         50%                50%        0%-10%              50%                20%        50%                 50%
 Major                                                  20%-50%           20%-50%            20%-50%        50%                50%       20%-50%           20%-50%            20%-50%       50%                 50%
 Periodontics                                         Major Services Major Services Major Services Basic Services Basic Services Major Services Major Services Major Services Basic Services Basic Services
 Endodontics                                          Major Services Major Services Major Services Basic Services Basic Services Major Services Major Services Major Services Basic Services Basic Services
 Orthodontics                                              50%               50%                50%         50%                50%          50%               50%                50%        50%                 50%
                                                      Child age 8 Up Child age 8 Up Child age 8 Up                                     Child age 8 Up Child age 8 Up Child age 8 Up
  Maximum Age                                                                                           Till age 19        Till age 19                                                  Till age 19         Till age 19
                                                        to age 19         to age 19          to age 19                                   to age 19         to age 19          to age 19
  Lifetime Max                                            $1,000            $1,000             $1,000        N/A                N/A        $1,000            $1,000            $1,000        N/A                 N/A
Out of Network Reimbursement                                           Dentist Charges                         Dentist Charges                          Dentist Charges                        Dentist Charges
COST ANALYSIS
PEPM Rates                       Plan 1      Plan 2      Delta Dental Solutions - Dual Option w/Ortho          Pediatric Dental           Delta Dental Solutions - Dual Option w/Ortho         Pediatric Dental
 Employee (EE) Only                 1          12                           $52.06                                  $52.53                                   $52.06                                  $57.25
 EE + Spouse                        1           0                          $104.13                                                                          $104.13
 EE + Child(ren)                    0           0                          $135.50                                                                          $135.50
 EE + Family                       12           0                          $171.38                                                                          $171.38
              Total Enrollment     14          12
Estimated Monthly Premium                                                 $2,212.75                                $630.36                                 $2,212.75                                $687.00
Estimated Annual Premium                                                 $26,553.00                               $7,564.32                               $26,553.00                               $8,244.00
                                   Dollar Difference                                                                                                          $0.00                                 $679.68
                                    Percent Change                                                                                                           0.00%                                   8.99%
Total Combined Annual Cost
Estimated Annual Premium                                                                    $34,117.32                                                                       $34,797.00
                                   Dollar Difference                                                                                                                           $679.68
                                    Percent Change                                                                                                                              1.99%
PLAN PROVISIONS
Rate Guarantee                                                                                Current                                                                        12 Months                                         90
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Short-Term Disability




     Short Term Disability | Renewal | Effective 01/01/2026
                                                               CURRENT                           RENEWAL
                                    Carrier Name     Guardian Life Ins Co of America   Guardian Life Ins Co of America
     PLAN DESIGN*
     Benefit Period                                           Calendar Year                    Calendar Year
     Benefit                                                  60% to $1,500                    60% to $1,500
     Elimination Period
      Illness                                                    14 days                          14 days
      Injury                                                     14 days                          14 days
     Duration of Benefits                                       13 Weeks                         13 Weeks
     Features and Limitations
     Definition of Earnings                           W/O Bonus & Comm/Ag09/Di16        W/O Bonus & Comm/Ag09/Di16
     COST ANALYSIS
     Rates                          Volume                     CURRENT                           RENEWAL
     Per $10 of Benefit            $11,249.00                    $0.179                            $0.090
     Estimated Monthly Premium                                  $201.36                           $101.24
     Estimated Annual Premium                                  $2,416.32                         $1,214.88
                                 Dollar Difference                                               -$1,201.44
                                  Percent Change                                                  -49.72%
     PLAN PROVISIONS
     Rate Guarantee                                              Current                         12 Months

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Compliance Review




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Level-Funded and Self-Funded Plans
Required Reporting

  The Affordable Care Act includes Internal Revenue Code Section 6055 – this requires
  employers to report to the IRS the health plan coverage provided meets the minimum
  essential coverage requirement. See below -

      Required Forms: 1094-B and 1095-B
       •   Form 1094-B is a transmittal of health coverage filed by employers
       •   Form 1095-B is proof of minimum essential coverage prepared and filed by employers
       •   Employers file BOTH the Forms 1094-B and 1095-B
       •   Employers can either distribute the Form 1095-B to employees, or send communication where the
           employee can access the Form 1095-B

      Process and Instructions
       • Employers can access a Membership Report needed to prepare the required forms on the carrier site
       • Employers can prepare and file internally OR request from accountant, tax advisor, or payroll provider
       • Employers >10 required to file electronically – Employers <10 can file electronically or by paper

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Level-Funded and Self-Funded Plans
Insurance Carrier Role


 Minnesota Healthcare Consortium / Medica: Level-Funded Plan
      •   Membership reports are available on the employer portal
      •   Employers are responsible for preparing AND filing Forms 1094-B/1095-B

 NOTE: Filing Reports due by February 28 or March 31, if filing electronically




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Level-Funded and Self-Funded Plans
PCORI Fee


  The Affordable Care Act requires employers offering level-funded or self-funded plans to
  calculate, file and submit payment to the IRS for the PCORI Fee. This is a fee that helps to
  fund the Patient-Centered Outcomes Research Institute (PCORI). See below -

       •   There are three methods to calculate the fee
       •   Gallagher will calculate the lowest cost method & provide a report calculation; a website link to
           file with instructions is also provided
       •   Minnesota Healthcare Consortium will calculate the lowest cost method & provide a report
           calculation
       •   Employer is responsible for filing and paying the PCORI fee


  NOTE: Filing and Paying PCORI Fee is required annually by or before July 31st of the calendar
  year following the last day of the plan year


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Required Group Health Notices
Employer Checklist

              Notices upon Hire                          Notices upon Initial Enrollment                   Notices at Annual Enrollment
       Prior to employee joining plan                    When employee joins the plan                    Distribute during open enrollment

  DOL Model Exchange Notice                        Women’s Health and Cancer Rights Act             Women’s Health and Cancer Rights Act

  COBRA General Notice                             HIPAA Privacy Notice                             HIPAA Notice of Privacy Practices Reminder

                                                                                                      CHIP & Premium Assistance Under Medicaid
  HIPAA Special Enrollment Rights                  Newborns and Mothers’ Health Protection
                                                                                                       Notice
  Certificate of Creditable (or Non-creditable)
                                                    HIPAA Special Enrollment Rights                  HIPAA Special Enrollment Rights
   Drug Coverage
  Summary of Benefits and Coverage (SBC)
                                                    Summary of Plan Description (SPD)**              Summary of Benefits and Coverage (SBC)

                                                                                                      Certificate of Creditable (or Non-creditable)
                                                                                                       Drug Coverage

                                                                                                      Summary Plan Description (SPD)**

  Under ERISA Law, all private employers, except for governmental entities and church plans, are required to retain ERISA Plan Documents/SPDs.
   Employers distribute the Summary Plan Descriptions (SPDs) to all enrolled employees. The SPD summarizes the plan document for all participants
   and informs the participants of their rights and responsibilities under the plan. Employers retain the Plan Document for their records
  Gallagher will include all notices in the Annual Notices packet OR the Employee Benefit Guide, except for the SPD, DOL Model Exchange Notice, and
   COBRA General Notice
  Gallagher has an internal ERISA solution to assist with the creation of Plan Documents/SPDs for a one-time fee                                  96
                                                                                                                            © 2023 ARTHUR J. GALLAGHER & CO.
Required Reporting
Medicare Part D Reporting to CMS


  Employers are required to provide two disclosures -
  Disclosure to CMS site reporting
       • Employers are required to notify CMS within 30 days from the medical plan renewal date whether or not their
         medical plan is creditable or non-creditable for Medicare Part D. The link to the CMS site is below.

       • Your plans with BlueCross are creditable.

       • https://www.cms.gov/CreditableCoverage/45_CCDisclosureForm.asp



  Certificate of Creditable or Non-Creditable Drug Coverage Notice
       • All carriers notify subscribers age 65 and older and those with known disabilities; HealthPartners and Medica will
         notify ALL subscribers



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Gallagher Resources & Services




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Overview of Gallagher Services

      Individual Insurance Solutions
                                                                           Individual Products / Medicare Contact
              Health Insurance & Medicare
              Other Ancillary Products – Dental, Vision, Life, etc.

      Newsletters & Communication
              HR/Benefit articles & Compliance Alerts
              Upcoming Webinars focused on regulations impacting health plans
              Health & Wellness Newsletters

      Direct Carrier Entry
              Gallagher Team of Specialists dedicated to processing carrier enrollment changes for new hires,
               terminations and changes at open enrollment

      Benefit Advocate Center
              Gallagher Team of Specialists dedicated to providing eligibility & benefit support for new hires,
               help locate network providers, explain in-network and out-of-network benefits, & support with
               prescription coverage/authorization
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 17
Overview of Gallagher Services
      HRNow
             Access to a Self-Service Human Resource Portal, and support from HR certified advisors
             Annual subscription is $4 Per Employee Per Month

      Perks & PerkSpot
           For Employers: Perks provides exclusive discounts to preferred vendors, including UPS, Office
            Depot, Constant Contact, Budget Car Rental, Hotel Engine, etc.
           For Employees: PerkSpot provides exclusive discounts to multiple vendors for Car Rentals, Travel,
            Gyms, Electronics, Restaurants, Cell Phones, etc.

      Gallagher Marketplace
           Employers can sign up for Marketplace and provide their employees access to online quotes for
            Home, Auto, Renters, Boat, RV insurance, etc.
           Employees will receive competitive quotes from multiple carriers and consult with a licensed
            insurance advisor; signing up is online with multiple payment options

      Professional Employer Organization Solution (PEO)
             Our Gallagher specialists will evaluate if a PEO solution is the right fit for your organization to
              implement HR services such as payroll, employee benefits, employment regulation, compliance
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GBS Disclosures




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Renewal-Financial Disclosure



 RENEWAL-FINANCIAL NOTICE: This analysis is for illustrative purposes only, and is not a guarantee of future expenses, claims costs, managed
 care savings, etc. There are many variables that can affect future health care costs including utilization patterns, catastrophic claims, changes in plan
 design, health care trend increases, etc. This analysis does not amend, extend, or alter the coverage provided by the actual insurance policies and
 contracts. Please see your policy or contact us for specific information or further details in this regard.


 COVERAGE NOTICE: This analysis is an outline of the coverage proposed by the carrier(s), based on information provided by your company. It does
 not include all of the terms, coverage, exclusions, limitations, and conditions of the actual contract language. The policies and contracts themselves
 must be read for those details. Policy forms for your reference will be made available upon request.


 FINANCIAL RATING NOTICE: While GBS does not guarantee the financial viability of any health insurance carrier or market, it is an area we
 recommend that clients closely scrutinize when selecting a health insurance carrier or HMO. There are a number of rating agencies that can be
 referred to including, A.M. Best, Fitch, Moody’s, Standard & Poor’s, and Weiss Ratings (TheStreet.com). Generally, agencies that provide ratings of
 U.S. Health Insurers, including traditional insurance companies and other managed care (e.g., HMO) organizations, reflect their opinion based on a
 comprehensive quantitative and qualitative evaluation of a company’s financial strength, operating performance and market profile. However, these
 ratings are not a warranty of any insurer’s current or future ability to meet its contractual obligations.




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Compensation Disclosure
        City of Kenyon
        Fully-Insured Marketing Activity Summary | Effective 01/01/2026
                                         Health Lines of Coverage: Including Medical, Dental, and Vision and EAPs
                Line of Coverage                            Carrier Name                                                            Response                                            Rate Guarantee               Commission
                    Medical                    Blue Cross and Blue Shield of Minnesota                                 Current Carrier - Shown in Proposal                                12 Months                       $30 PCPM
                    Medical                                 UnitedHealthcare                                                           Quote                                               12 Months                      $28 PCPM
                    Medical                       Minnesota Healthcare Constoriuim                                                     Quote                                               13 Months                      $30 PCPM
                     Dental                            Delta Dental of Minnesota                                       Current Carrier - Shown in Proposal                                 12 Months                        10%
                     Vision                                    Avesis, Inc.                                            Current Carrier - Shown in Proposal                                 24 Months                        10%



        While Gallagher does not guarantee the financial viability of any health insurance carrier or market, it is an area we recommend that clients closely scrutinize when selecting a health insurance carrier. There are a number of
        rating agencies that can be referred to including, A.M. Best, Fitch, Moody's, Standard & Poor's, and Weiss Ratings (TheStreet.com). Generally, agencies that provide ratings of Health Insurers, including traditional insurance
        companies and other managed care organizations, reflect their opinion based on a comprehensive quantitative and qualitative evaluation of a company's financial strength, operating performance and market profile. However,
        these ratings are not a warranty of an insurer's current or future ability to meet its contractual obligations.



                                                                                                 Non-Health Lines of Coverage
                Line of Coverage                              Carrier Name                                                Response                                AM Best Rating        Rate Guarantee               Commission

                  Life AD & D                       Guardian Life Ins Co of America                         Current Carrier - Shown in Proposal                         A++                12 Months                        15%
                 Voluntary Life                     Guardian Life Ins Co of America                         Current Carrier - Shown in Proposal                         A++                12 Months                        15%
                     STD                            Guardian Life Ins Co of America                         Current Carrier - Shown in Proposal                         A++                12 Months                        15%
                      LTD                           Guardian Life Ins Co of America                         Current Carrier - Shown in Proposal                         A++                12 Months                        15%




                                                                                                        **A.M. Best Rating
                                                                                       Required Standards for Gallagher Benefit Services
        Group 1 A - to A++                                                                                                                                                                            Recommended
        Group 2 B + to B ++ and/or financial rating under "VI", or any of Best's "NR" group. This would apply to Best's "A- or higher" rated companies with a                                   Acceptable with signed client
        financial size under "VI".                                                                                                                                                                acknowledgement letter
                                                                                                         Financial Strength Ratings
                                                                                          Secure                                                                                                          Vulnerable
                                                                                   A++, A+ (Superior)                                                                                                     B, B - (Fair)
                                                                                  A, A -, A U (Excellent)                                                                                             C++, C+ (Marginal)
                                                                                  B++, B+ (Very Good)                                                                                                    C, C - (Weak)
                                                                                                       Supplemental Compensation

        Gallagher may receive supplemental compensation from insurance carriers and vendors, normally calculated at the end of each calendar year, that are contingent on a number of factors including the overall number of
        employer plans represented, plan retention rates, and overall premium growth. Historically, supplemental compensation has ranged, on average, between 0-3% based on specific carrier programs. These plans have no effect
        on premiums. Further, Gallagher may receive non-cash compensation from plan vendors or service providers that are not in connection with any particular client. If you have any questions regarding direct or indirect
        compensation received by Gallagher, please contact your dedicated Gallagher advisor or refer to the Gallagher Global Standards of Business Conduct (https://www.ajg.com/us/about-us/global-standards).
                                                                                                                                                                                                                                                                       103
                                                                                                                                                                                                                                            © 2023 ARTHUR J. GALLAGHER & CO.
                                                   Thank You!




Consulting and insurance brokerage services to be provided by Gallagher Benefit Services, Inc.
and/or its affiliate Gallagher Benefit Services (Canada) Group Inc. Gallagher Benefit Services, Inc.
is a licensed insurance agency that does business in California as “Gallagher Benefit Services of
California Insurance Services” and in Massachusetts as “Gallagher Benefit Insurance Services.”
Neither Arthur J. Gallagher & Co., nor its affiliates provide accounting, legal or tax advice.




                                                                                                                                  104
                                                                                                       © 2023 ARTHUR J. GALLAGHER & CO.
                                                                AGENDA ITEM NO. XI.C


Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                   October 14, 2025

SUBMITTED BY:           Holli Gudknecht, Administration

ITEM TYPE:              New Business

AGENDA SECTION:         NEW BUSINESS

SUBJECT:                2026 Proposed Enterprise Funds Budget

SUGGESTED ACTION:       Jessi Sturtz - Abdo will review key items for consideration in this
                        years' enterprise fund budget.

ATTACHMENTS:
2026 PROPOSED ENTERPRISE FUNDS BUDGET.pdf




                                                                                              105
                                                       BUDGET MEMO
TO:                  CITY ADMINISTRATOR

FROM:                JESSI STURTZ – ABDO FINANCIAL SOLUTIONS

SUBJECT:             2026 PROPOSED ENTERPRISE FUNDS BUDGET

DATE:                10/14/2025


Introduction

Upon your request, we have summarized some of the key items for consideration in this years’ enterprise fund budget.
The city will continue to work on the budget until the final is adopted in December.

Budget Format

Key items in this year’s budget:

      •   There are currently four enterprise funds operating in the City.

      •   The final 2026 enterprise fund budget has a net expense of $187,451 and a decrease in fund balance of
          $253,536 after considering depreciation.

      •   Staffing

              o      Eight members of the City staff have salaries and benefits allocated to at least one of the enterprise funds

              o      All employees are projected to receive a COLA increase.

      •   Debt service expenses have been budgeted for according to each individual debt issues bond service schedules.
          Included in this are bond indebtedness principal payments, bond indebtedness interest payments and fiscal agent
          fees. These items have been budgeted and presented according to each issue of debt’s amortization schedule
          and bond document.




                                                                                                                                    106
Enterprise Fund Summary

Typically, the enterprise funds include general operations, financial administration, and debt service. The proposed 2025
enterprise fund budget is listed below for each fund:


                                                              Water            Sewer            Electric    Storm Sewer
Revenues
 Sales and Fees                                           $     400,700    $    531,000     $   2,183,600   $   125,000
 Interest and Penalties                                          27,500          50,000           206,000         6,000
 Miscellaneous                                                    7,200               -            82,300         1,000
 Transfers                                                       25,000               -                 -             -
   Total Revenue                                                460,400         581,000         2,471,900       132,000




                                                              Water            Sewer            Electric    Storm Sewer

Expenses
 Personnel                                                $     243,890    $    162,920     $     418,650   $     29,310
  Operations                                                     12,800           1,800         1,161,500              -
  Administrative                                                 20,500               -            76,000              -
  Planning and Engineering                                       19,215          22,215             5,000            400
  Repairs and Maintenance                                         8,600          25,000            97,500          5,000
  Insurance                                                       3,980          11,180            97,910              -
  Miscellaneous                                                   6,950           2,800            64,500              -
  Utilities                                                      19,050          80,300            30,650              -
  Supplies                                                       20,170          28,900            88,700          1,500
  Debt Service                                                   99,251         331,380                 -         46,371
  Transfers                                                     100,000               -           101,147              -
    Total Expenses                                              554,406         666,495         2,141,557         95,391


   Revenues Over (Under) Expenses                               (94,006)         (85,495)         330,343         36,609
   Less: Depreciation (non-cash item)                           114,145          169,052          104,012         53,778
   Change in Fund Balance                                      (208,151)        (254,547)         226,331        (17,169)




                                                                                                                            107
Enterprise Fund Detail

On the following pages each individual enterprise funds actual operating results from 2023 and 2024, year-to-date results,
2025 budget and 2026 budget are presented.

Water Fund Budget Summary

                                                 Actual       Actual          YTD         Budget       Budget       Amount
                                                 2023         2024         9/30/2025       2025         2026        Change
Revenues
  Water sales                                $    438,522 $    424,902 $      303,610 $    400,700 $    400,700 $           -
 Interest and Penalties                            44,837       46,205         15,315       19,500       27,500         8,000
 Miscellaneous                                     15,056       14,764          5,862        7,200        7,200             -
 Transfers                                              -            -              -            -       25,000        25,000
 Prior Period Adjustment                                -      (25,070)             -            -            -             -
    Total Revenues                                498,415      460,801        324,787      427,400      460,400        33,000

Expenses
  Personnel                                  $     92,547 $    194,184 $      121,415 $    268,800 $    243,890       (24,910)
  Supplies                                         18,876        8,877          6,087       20,170       20,170             -
  Water Operations                                  6,641       16,926         16,885       11,700       12,800         1,100
  Administrative                                   18,585       16,659          5,232       19,500       20,500         1,000
  Utilities                                        17,387       15,902          8,247       18,770       19,050           280
  Planning and Engineering                              -            -            950            -       19,215        19,215
  Insurance                                         3,948        4,513          3,578        5,000        3,980        (1,020)
  Repairs and Maintenance                           4,041       69,953             41        8,600        8,600             -
  Miscellaneous                                     1,407          184          2,801        6,950        6,950             -
  Transfers                                         6,750            -              -      100,000      100,000             -
  Debt Service                                     32,639       26,157         71,883       88,846       99,251        10,405
    Total Expenses                                202,821      353,355        237,119      548,336      554,406         6,070

        Revenues Over (Under) Expenses            295,594      107,446         87,668      (120,936)     (94,006)      26,930
        Less: Depreciation (non-cash item)        121,820      114,132         46,561       126,000      114,145
        Change in Fund Balance                    173,774       (6,686)        41,107      (246,936)    (208,151)

Water Fund Key Information:

    •     Key items:
             o Revenues
                     ▪ Transfers- Interfund loan from 2021 from the Electric Fund to the Water Fund.
             o Expenses
                     ▪ Personnel- Decrease in wages due to different allocations in 2026.
                     ▪ Planning and Engineering- Increase due to upcoming projects.

    •     Depreciation is a reduction in the value of an asset with the passage of time, due in particular to wear and tear.
          *Depreciation is a non-cash item and thus does not impact cash balances, only fund balances.




                                                                                                                                 108
Sewer Fund Budget Summary

                                                 Actual        Actual           YTD          Budget       Budget       Amount
                                                 2023          2024          9/30/2025        2025         2026        Change
Revenues
 Sewer Sales                                 $     629,420 $     589,886 $        97,588 $    531,000 $    531,000 $           -
 Federal Grant Aid                                       -             -           5,815            -            -             -
 Interest and Penalties                            105,150        82,553               -       50,000       50,000             -
 Miscellaneous Revenues                              8,588        14,929           6,582        4,500            -        (4,500)
 Refunds and Reimbursements                              -             -           6,784            -            -             -
 Sale of Fixed Assets                                3,085         2,916               -            -            -             -
 Prior Period Adjustment                                 -       (84,101)              -            -            -             -

    Total Revenues                                 746,243       606,183         116,769      585,500      581,000        (4,500)

Expenses
  Personnel                                  $      85,840 $     118,958 $        63,689 $    169,075 $    162,920 $     (6,155)
  Supplies                                          31,094        27,602          24,804       28,900       28,900            -
  Sewer Operations                                     788           956           1,574          950        1,800          850
  Utilities                                         78,282        79,153          53,169       79,680       80,300          620
  Planning and Engineering                           3,494        10,222           1,437        6,300       22,215       15,915
  Insurance                                         11,832        11,194           9,804       11,000       11,180          180
  Repairs and Maintenance                           30,732        71,100          17,779       25,000       25,000            -
  Miscellaneous                                      2,492         2,883           1,575        2,800        2,800            -
  Capital and Equipment                             33,208             -               -            -            -            -
  Debt Service                                     101,736        78,675         213,313      248,129      331,380       83,251
    Total Expenses                                 379,498       400,743         387,144      571,834      666,495       94,661

        Revenues Over (Under) Expenses             366,745       205,440        (270,375)       13,666      (85,495)     (99,161)
        Less: Depreciation (non-cash item)         233,290       169,051          84,189       167,000      169,052
        Change in Fund Balance                     133,455        36,389        (354,564)     (153,334)    (254,547)



Sewer Fund Key Information:

    •    Key items:
            o Expenses
                    ▪ Planning and Engineering- Increase due to upcoming projects.
                    ▪ Debt Service- Increase due to scheduled bond payments.

    •    Depreciation is a reduction in the value of an asset with the passage of time, due in particular to wear and tear.
         *Depreciation is a non-cash item and thus does not impact cash balances, only fund balances.




                                                                                                                                    109
Electric Fund Budget Summary

                                                 Actual         Actual            YTD        Budget      Budget        Amount
                                                 2023           2024           9/30/2025      2025        2026         Change
Revenues
 Electric Sales                              $    2,076,360 $    1,918,248 $     1,406,346 $ 2,220,600 $ 2,183,600 $     (37,000)
 Interest and Penalties                             228,226        203,469          75,370     206,000     206,000             -
 Miscellaneous Revenues                              79,832         40,451          17,426      97,300      82,300       (15,000)
 Refunds and Reimbursements                               -              -             750           -           -             -
 Prior Period Adjustments                                 -       (134,124)             (1)          -           -             -
    Total Revenues                                2,384,417      2,028,044       1,499,892   2,523,900   2,471,900       (52,000)



Expenses
  Personnel                                  $      318,633 $      493,805 $       254,745 $ 625,250 $ 418,650 $        (206,600)
  Supplies                                         (114,027)       295,291          64,829      67,750    88,700          20,950
  Administrative                                    100,125         66,466          13,913      73,500    76,000           2,500
  Electric Operations                               920,046        963,117         629,627   1,161,500 1,161,500               -
  Utilities                                          27,611         28,080          21,870      30,650    30,650               -
  Planning and Engineering                                -         14,350           1,500       5,000     5,000               -
  Insurance                                          66,506         82,284          80,780      80,000    97,910          17,910
  Repairs and Maintenance                             7,904         71,255          85,395      88,775    97,500           8,725
  Miscellaneous                                      87,714         69,652          52,108      59,500    64,500           5,000
  Interest and Penalties                                  -          1,409               -           -         -               -
  Capital and Equipment                                   -              -          81,717           -         -               -
  Debt Service                                           16              -               -           -         -               -
  Transfers                                          62,937         66,084          24,229      65,000   101,147          36,147
     Total Expenses                               1,477,465      2,151,793       1,310,713   2,256,925 2,141,557        (115,368)

        Revenues Over (Under) Expenses             906,952        (123,749)        189,179    266,975     330,343        63,368
        Less: Depreciation (non-cash item)         104,575         103,688          22,851    104,000     104,012
        Change in Fund Balance                     802,377        (227,437)        166,328    162,975     226,331

Electric Fund Key Information:

    •    Key items:
            o Revenues
                    ▪ Electric Sales- Decrease due to lowering the penalties line item to align more with previous year’s
                      actuals.
                    ▪ Miscellaneous- Decrease due to lowering the billing fee – tax line item to align more with previous
                      year’s actuals.
            o Expenses
                    ▪ Personnel- Decrease in wages due to different allocations in 2026.
                    ▪ Supplies- Increase in a number of line items to align more with the actuals from the past two
                      years.
                    ▪ Insurance- Increase in property insurance due to different allocations and an estimated increase
                      from the League of MN Cities.
                    ▪ Transfers- Interfund loan from 2021 from the Electric Fund to the Water Fund and an interfund
                      loan from the Electric Fund to the EDA.

    •    Depreciation is a reduction in the value of an asset with the passage of time, due in particular to wear and tear.
         *Depreciation is a non-cash item and thus does not impact cash balances, only fund balances.



                                                                                                                                    110
Storm Sewer Fund Budget Summary

                                             Actual        Actual           YTD          Budget       Budget       Amount
                                             2023          2024          9/30/2025        2025         2026        Change
Revenues
 Storm Water Fees                        $      50,068 $     69,044 $         20,368 $    125,000 $    125,000 $         -
 Interest and Penalties                         15,243       19,501                -        6,000        6,000               -
 Miscellaneous Revenue                           2,433       13,851                -        1,000        1,000               -
    Total Revenues                       $      67,744 $    102,396 $         20,368 $    132,000 $    132,000 $         -



Expenses
  Personnel                              $      12,745 $      10,647 $        12,816 $     48,800 $     29,310 $     (19,490)
  Insurance                                        347           308             247          300          400           100
  Repairs and Maintenance                        6,014        15,235             930        5,000        5,000           -
  Planning and Engineering                         -             -               -            -         12,810        12,810
  Refunds and Reimbursements                       -             -               -            -            -             -
  Supplies                                       1,416         1,206             409        1,500        1,500           -
  Debt Service                                  16,443        12,273          37,435       43,809       46,371         2,561
  Transfers                                        -             -               -            -            -             -
    Total Expenses                              36,965        39,669          51,837       99,409       95,391        (4,019)

    Revenues Over (Under) Expenses               30,779       62,727         (31,469)      32,591        36,609        4,019
    Less: Depreciation (non-cash item)           52,031       53,778          45,770      100,000        53,778
    Change in Fund Balance                      (21,252)       8,949         (77,238)     (67,409)      (17,169)


Storm Water Fund Key Information:

    •   Key items:
           o Expenses
                   ▪ Personnel- Decrease in wages due to different allocations in 2026.
                   ▪ Planning and Engineering- Increase due to upcoming projects

    •   Depreciation is a reduction in the value of an asset with the passage of time, due in particular to wear and tear.
        *Depreciation is a non-cash item and thus does not impact cash balances, only fund balances

Enterprise Funds Budget Detail

The following financial reports are attached:

    •   Enterprise Fund Budget Revenues

    •   Enterprise Fund Budget Expenses




                                                                                                                                 111
                                                                                                                                10/08/25 4:26 PM
                                                                   CITY OF KENYON
                                                                                                                                         Page 1
                                                          ABDO REVENUE BUDGET - ENTERPRISE

                                                                                            2025          2025          2026
         Act Code          Last Dim Descr                   2023 Amt      2024 Amt        Budget       YTD Amt        Budget

601 WATER

  00000 GENERAL REVENUE
         601-00000-33100   FEDERAL GRANTS AND AIDS              $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
         601-00000-33407   PERA AID                             $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
         601-00000-33439   PENSION REVENUE                      $3.00     $1,341.00         $0.00         $0.00         $0.00
         601-00000-34101   THAW WATER SERVICE/METER             $0.00         $0.00         $0.00         $0.00         $0.00
         601-00000-34409   REIMBURSEMENTS                       $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
         601-00000-35000   NSF/RECON/SHUTOFF NOTICE            $25.00         $0.00         $0.00       $480.00         $0.00
         601-00000-36101   SPECIAL ASSESSMENTS              $1,952.00     $4,787.51         $0.00         $0.00         $0.00
         601-00000-36105   SPECIAL ASSESS. -DEL UTILITI         $0.00         $0.00         $0.00         $0.00         $0.00
         601-00000-36200   MISCELLANEOUS REVENUE            $1,020.26         $0.00         $0.00       $462.00         $0.00
         601-00000-36210   INTEREST EARNINGS               $41,745.39    $44,012.86    $17,000.00    $13,611.37    $25,000.00
         601-00000-36225   POLE CONTACT CHARGE                  $0.00         $0.00         $0.00         $0.00         $0.00
         601-00000-36226   Water Tower Lease                    $0.00     $8,635.00     $7,200.00     $5,400.00     $7,200.00
         601-00000-36227   Electric Pole Lease                  $0.00         $0.00         $0.00         $0.00         $0.00
         601-00000-37110   WATER SALES                    $436,462.24   $424,853.43   $400,000.00   $303,129.98   $400,000.00
         601-00000-37120   WATER SALES - BULK SALES         $2,034.75        $48.40       $700.00         $0.00       $700.00
         601-00000-37150   CONNECTION FEES-BLDG PER        $12,081.23         $0.00         $0.00         $0.00         $0.00
         601-00000-37160   WATER PENALTIES                  $3,091.40     $2,192.49     $2,500.00     $1,717.26     $2,500.00
         601-00000-39202   TRANSFER FROM ENTERPRISE             $0.00         $0.00         $0.00         $0.00    $25,000.00
         601-00000-39900   CONTRIBUTED CAP FROM GOV             $0.00         $0.00         $0.00         $0.00         $0.00
         601-00000-39999   PRIOR PERIOD ADJUSTMENT              $0.00   -$25,070.00         $0.00         $0.00         $0.00
  00000 GENERAL REVENUE                                   $498,415.27   $460,800.69   $427,400.00   $324,800.61   $460,400.00

  49440 WATER - GENERAL
         601-49440-33900   DIVIDENDS                            $0.00         $0.00         $0.00         $0.00         $0.00
  49440 WATER - GENERAL                                         $0.00         $0.00         $0.00         $0.00         $0.00
601 WATER                                                 $498,415.27   $460,800.69   $427,400.00   $324,800.61   $460,400.00

602 SANITARY SEWER

  00000 GENERAL REVENUE
         602-00000-31110   CURRENT AD VALOREM TAXES             $0.00         $0.00         $0.00         $0.00         $0.00
         602-00000-33100   FEDERAL GRANTS AND AIDS              $0.00         $0.00         $0.00     $5,815.01         $0.00
         602-00000-33400   STATE GRANTS & AIDS                  $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
         602-00000-33439   PENSION REVENUE                     $3.00        $778.00         $0.00         $0.00         $0.00
         602-00000-33900   DIVIDENDS                         $433.86      $1,344.04         $0.00         $0.00         $0.00              112
                                                                                                                                      10/08/25 4:26 PM
                                                                                                                                                Page 2
                                                                                                2025          2025            2026
         Act Code          Last Dim Descr                   2023 Amt        2024 Amt          Budget       YTD Amt          Budget
         602-00000-34407   UTILITY CONNECTION FEES          $7,235.19      $5,400.00       $5,000.00      $5,400.00      $5,000.00
         602-00000-34409   REIMBURSEMENTS                       $0.00          $0.00           $0.00      $6,784.00          $0.00
         602-00000-34790   SALE OF EXCESS EQUIPMENT         $3,084.90      $2,916.18           $0.00          $0.00          $0.00
         602-00000-35108   REIMBURSE FOR 2023 PROJEC            $0.00          $0.00           $0.00          $0.00          $0.00
         602-00000-36101   SPECIAL ASSESSMENTS              $3,248.80      $1,452.98       $4,500.00          $0.00          $0.00
         602-00000-36105   SPECIAL ASSESS. -DEL UTILITI        -$0.25          $0.00           $0.00          $0.00          $0.00
         602-00000-36200   MISCELLANEOUS REVENUE            $4,902.22     $11,354.10           $0.00      $6,582.10          $0.00
         602-00000-36210   INTEREST EARNINGS              $105,150.31     $82,553.30      $50,000.00          $0.00     $50,000.00
         602-00000-37200   SANITARY SEWER CHARGES         $622,184.64    $584,486.00     $526,000.00     $92,188.27    $526,000.00
         602-00000-39202   TRANSFER FROM ENTERPRISE             $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
         602-00000-39900   CONTRIBUTED CAP FROM GOV             $0.00          $0.00           $0.00          $0.00          $0.00
         602-00000-39999   PRIOR PERIOD ADJUSTMENT              $0.00    -$84,101.15           $0.00          $0.00          $0.00
  00000 GENERAL REVENUE                                   $746,242.67    $606,183.45     $585,500.00    $116,769.38    $581,000.00
602 SANITARY SEWER                                        $746,242.67    $606,183.45     $585,500.00    $116,769.38    $581,000.00

603 ELECTRIC

  00000 GENERAL REVENUE
         603-00000-33400   STATE GRANTS & AIDS                  $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
         603-00000-33439   PENSION REVENUE                     $11.00       $3,252.00           $0.00         $0.00           $0.00
         603-00000-33800   SHARE OF CMPAS INCOME                $0.00       $8,582.50           $0.00         $0.00           $0.00
         603-00000-34109   CHARGES FOR SERVICES               $300.00      -$9,521.00           $0.00         $0.00           $0.00
         603-00000-34140   TRENCHING & LAYING WIRE F            $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
         603-00000-35000   NSF/RECON/SHUTOFF NOTICE         $6,108.92           $0.00       $6,000.00     $2,040.00       $6,000.00
         603-00000-36101   SPECIAL ASSESSMENTS                  $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
         603-00000-36200   MISCELLANEOUS REVENUE            $8,658.97      $10,687.46           $0.00     $1,126.20           $0.00
         603-00000-36210   INTEREST EARNINGS              $222,116.60     $201,175.17     $200,000.00    $72,792.62     $200,000.00
         603-00000-36211   INT INCOME-CITY INTF LOAN-           $0.00         $816.00           $0.00       $551.00           $0.00
         603-00000-36212   INT INC-CITY INTF LOAN               $0.00       $1,478.00           $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
         603-00000-36225   POLE CONTACT CHARGE                  $0.00       $4,981.00       $5,000.00     $4,956.00       $7,000.00
         603-00000-36260   GARBAGE BILLING FEE             $47,973.58      -$8,041.00      $50,000.00     $7,200.00      $50,000.00
         603-00000-36261   GARBAGE BILLING FEE - Tax        $3,743.17      $20,571.67      $38,000.00         $0.00      $21,000.00
         603-00000-36262   GARBAGE BILLING FEE - FUEL       $2,302.85       $5,936.31       $2,300.00         $0.00       $2,300.00
         603-00000-37150   CONNECTION FEES-BLDG PER             $0.00           $0.00       $2,000.00         $0.00       $2,000.00
         603-00000-37320   RECYCLING CUSTOMER CHARG         $8,250.00          -$0.16           $0.00     $4,130.00           $0.00
         603-00000-37410   RESIDENTIAL ELEC SALES         $983,812.17   $1,089,706.11   $1,200,000.00   $747,515.00   $1,200,000.00
         603-00000-37420   COMMERCIAL & INDUST ELEC       $297,557.52    $195,214.79     $300,000.00    $169,943.54    $300,000.00
         603-00000-37425   ELECTRIC SALES TAX              $14,770.22          $0.00           $0.00          $0.00          $0.00               113
                                                                                                                                         10/08/25 4:26 PM
                                                                                                                                                   Page 3
                                                                                                 2025            2025            2026
         Act Code          Last Dim Descr                    2023 Amt        2024 Amt          Budget         YTD Amt          Budget
         603-00000-37430   DEMAND ELECTRIC SALES           $722,852.44     $591,368.02     $650,000.00     $458,118.16     $650,000.00
         603-00000-37440   PUBLIC STREET & HWY ELEC S       $45,680.84      $31,713.16      $22,600.00      $22,383.10      $22,600.00
         603-00000-37460   ELECTRIC PENALTIES                $8,529.15       $7,375.96      $45,000.00       $6,326.22       $8,000.00
         603-00000-37470   SECURITY LIGHT SALES              $3,157.49       $2,870.00       $3,000.00       $2,060.00       $3,000.00
         603-00000-37485   CAPX2020-TRANSMISSION REV             $0.00           $0.00           $0.00           $0.00           $0.00
         603-00000-37500   SOLAR SUBSCRIPTION                    $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
         603-00000-39999   PRIOR PERIOD ADJUSTMENT               $0.00    -$134,124.00           $0.00          -$0.62           $0.00
  00000 GENERAL REVENUE                                  $2,375,824.92   $2,024,041.99   $2,523,900.00   $1,499,141.22   $2,471,900.00

  49590 ELECTRIC - GENERAL
         603-49590-33900 DIVIDENDS                              $0.00       $4,002.00           $0.00          $14.14           $0.00
         603-49590-34409 REIMBURSEMENTS                         $0.00           $0.00           $0.00         $750.00           $0.00
  49590 ELECTRIC - GENERAL                                      $0.00       $4,002.00           $0.00         $764.14           $0.00

  49600 NON-OPERATING
         603-49600-37482   CMPAS INCOME DISTRIBUTIO             $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
         603-49600-37484   MISO UNDER RECOV & TU PAY        $8,592.18           $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
  49600 NON-OPERATING                                       $8,592.18           $0.00           $0.00           $0.00           $0.00
603 ELECTRIC                                             $2,384,417.10   $2,028,043.99   $2,523,900.00   $1,499,905.36   $2,471,900.00

605 STORM SEWER

  00000 GENERAL REVENUE
         605-00000-33400   STATE GRANTS & AIDS                  $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
         605-00000-33439   PENSION REVENUE                      $6.00       $1,271.00           $0.00           $0.00           $0.00
         605-00000-34790   SALE OF EXCESS EQUIPMENT             $0.00      $12,539.99           $0.00           $0.00           $0.00
         605-00000-39202   TRANSFER FROM ENTERPRISE             $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
  00000 GENERAL REVENUE                                         $6.00      $13,810.99           $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
         605-43251-33400 STATE GRANTS & AIDS                    $0.00           $0.00           $0.00           $0.00           $0.00
         605-43251-33900 DIVIDENDS                             $12.71          $39.37           $0.00           $0.00           $0.00
         605-43251-36105 SPECIAL ASSESS. -DEL UTILITI           $0.00           $0.22       $1,000.00           $0.00       $1,000.00
         605-43251-36200 MISCELLANEOUS REVENUE              $2,414.00           $0.00           $0.00           $0.00           $0.00
         605-43251-36210 INTEREST EARNINGS                 $15,242.60      $19,501.37       $6,000.00           $0.00       $6,000.00
         605-43251-37202 STORM SEWER MAINT. FEE            $49,587.36      $69,044.06     $125,000.00      $20,368.12     $125,000.00
         605-43251-37203   STORM SEWER UTILITY FEE            $480.71           $0.00           $0.00           $0.00           $0.00
         605-43251-39207   TRANSFER FROM CAPITAL FUN            $0.00           $0.00           $0.00           $0.00           $0.00
                                                                                                                                                    114
                                                                                                                               10/08/25 4:26 PM
                                                                                                                                         Page 4
                                                                                       2025            2025            2026
        Act Code        Last Dim Descr             2023 Amt        2024 Amt          Budget         YTD Amt          Budget
  43251 STORM SEWER UTIL & MAINT                 $67,737.38      $88,585.02     $132,000.00      $20,368.12     $132,000.00

  49700 OPERATING TRANSFERS OUT
         605-49700-39200 TRANSFERS INTERFUND          $0.00           $0.00           $0.00           $0.00           $0.00
  49700 OPERATING TRANSFERS OUT                       $0.00           $0.00           $0.00           $0.00           $0.00
605 STORM SEWER                                  $67,743.38     $102,396.01     $132,000.00      $20,368.12     $132,000.00

                                               $3,696,818.42   $3,197,424.14   $3,668,800.00   $1,961,843.47   $3,645,300.00




                                                                                                                                          115
                                                                                                               10/08/25 4:27 PM
                                                    CITY OF KENYON
                                                                                                                        Page 1
                                           ABDO EXPENSE BUDGET - ENTERPRISE

                                                                             2024         2025         2025           2026
        Account           Last Dim Descr                   2023 Amt           Amt       Budget      YTD Amt         Budget

601 WATER

  47000 DEBT SERVICE
        E 601-47000-602   DISCOUNT AMORTIZATION           -$3,807.00    -$3,807.00        $0.00        $0.00         $0.00
  47000 DEBT SERVICE                                      -$3,807.00    -$3,807.00        $0.00        $0.00         $0.00

  49400 PLANT OPERATION
        E 601-49400-101   SALARIES - REGULAR              $13,723.16     $2,906.00        $0.00        $0.00         $0.00
        E 601-49400-102   SALARIES - OVERTIME              $6,918.10         $0.00        $0.00        $0.00         $0.00
        E 601-49400-121   PERA - EMPLOYER SHARE            $1,247.47         $0.00        $0.00        $0.00         $0.00
        E 601-49400-122   FICA - EMPLOYER SHARE            $1,249.40         $0.00        $0.00        $0.00         $0.00
        E 601-49400-129   Pension Expense                 -$5,114.00    $18,673.00        $0.00        $0.00         $0.00
        E 601-49400-130   INSURANCE - MED/DENT/LIFE/DIS        $0.00         $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
        E 601-49400-216   CHEMICALS                        $3,257.51     $2,982.00    $4,000.00        $2.99     $4,000.00
        E 601-49400-220   REPAIR & MAINTENANCE SUPPLIE     $2,273.00    $66,954.75    $5,000.00       $40.96     $5,000.00
        E 601-49400-380   UTILITIES-PUMP HOUSE            $15,466.60    $14,082.36   $16,000.00    $6,868.56    $16,000.00
        E 601-49400-420   DEPRECIATION                     $5,686.00     $5,640.00    $6,000.00    $2,310.60     $5,650.00
        E 601-49400-430   MISCELLANEOUS                      $341.10         $0.00        $0.00    $1,200.00         $0.00
  49400 PLANT OPERATION                                   $45,048.34   $111,238.11   $31,000.00   $10,423.11    $30,650.00

  49420 CUSTOMER ACCOUNTS
        E 601-49420-112 SALARIES - ADMIN                  $13,097.09         $0.00        $0.00        $0.00         $0.00
        E 601-49420-113 SALARIES - METER READING             $884.00         $0.00        $0.00        $0.00         $0.00
        E 601-49420-121 PERA - EMPLOYER SHARE                $910.63         $0.00        $0.00        $0.00         $0.00
        E 601-49420-122 FICA - EMPLOYER SHARE              $1,061.76         $0.00        $0.00        $0.00         $0.00
        E 601-49420-130 INSURANCE - MED/DENT/LIFE/DIS          $0.00         $0.00        $0.00        $0.00         $0.00
        E 601-49420-505 GIS Operation and Maintenance          $0.00     $1,490.00    $1,500.00        $0.00     $1,500.00
  49420 CUSTOMER ACCOUNTS                                 $15,953.48     $1,490.00    $1,500.00        $0.00     $1,500.00

  49430 DISTRIBUTION
        E 601-49430-101   SALARIES - REGULAR              $23,294.69       $668.00        $0.00        $0.00         $0.00
        E 601-49430-102   SALARIES - OVERTIME             $11,399.78         $0.00        $0.00        $0.00         $0.00
        E 601-49430-121   PERA - EMPLOYER SHARE            $2,186.72         $0.00        $0.00        $0.00         $0.00
        E 601-49430-122   FICA - EMPLOYER SHARE            $2,141.81         $0.00        $0.00        $0.00         $0.00
        E 601-49430-130   INSURANCE - MED/DENT/LIFE/DIS        $0.00         $0.00        $0.00        $0.00         $0.00
        E 601-49430-212   MOTOR FUELS, LUBES, ADDITIVE        $57.18       $192.00      $100.00       $10.58       $100.00
        E 601-49430-220   REPAIR & MAINTENANCE SUPPLIE         $0.00       $939.25    $1,000.00    $1,437.54     $1,000.00
        E 601-49430-228   DISTRIB EXPENSE - MATERIALS     -$4,713.42     $6,194.15    $1,200.00    $9,250.17     $3,000.00
        E 601-49430-229   CONTR. STREET MAINT/LEAK REP     $4,896.76     $1,655.00    $5,000.00        $0.00     $5,000.00
        E 601-49430-230   WATER TESTING & SUPPLIES           $323.40     $1,022.65      $500.00    $3,169.26       $700.00
        E 601-49430-231   STATE METER CONNECT FEES         $8,214.00     $8,626.00    $9,000.00    $4,103.00     $9,000.00
        E 601-49430-382   UTILITIES-PUMP POWER               $924.86       $533.72    $1,800.00      $461.60     $1,800.00
        E 601-49430-385   UTILITIES-SEWER CHARGES            $193.20       $376.10      $250.00      $268.00       $500.00        116
                                                                                                                 10/08/25 4:27 PM
                                                                                                                           Page 2
                                                                             2024          2025          2025           2026
      Account           Last Dim Descr                     2023 Amt           Amt        Budget       YTD Amt         Budget
      E 601-49430-414   OSHA/SAFETY CLOTH. & EQUIP             $0.00       $101.98       $170.00         $0.00       $170.00
      E 601-49430-420   DEPRECIATION                     $116,134.00   $108,491.60   $120,000.00    $44,250.31   $108,495.00
      E 601-49430-439   GOPHER STATE ONE - LOCATES           $158.50       $101.93       $200.00        $74.03       $200.00
49430 DISTRIBUTION                                       $165,211.48   $128,902.38   $139,220.00    $63,024.49   $129,965.00

49440 WATER - GENERAL
      E 601-49440-101   SALARIES - REGULAR                     $0.00    $84,372.59   $125,000.00    $57,070.22   $107,450.00
      E 601-49440-102   SALARIES - OVERTIME                    $0.00     $8,517.57    $35,000.00     $7,913.64    $35,000.00
      E 601-49440-112   SALARIES - ADMIN                       $0.00    $26,673.35    $16,000.00    $17,665.36    $15,020.00
      E 601-49440-115   SALARIES - COMMISSIONER FEES         $448.00       $786.00       $800.00         $0.00         $0.00
      E 601-49440-121   PERA - EMPLOYER SHARE                  $0.00     $8,950.68    $11,000.00         $0.00    $11,810.00
      E 601-49440-122   FICA - EMPLOYER SHARE                 $34.28    $10,326.93    $11,000.00     $6,988.72    $12,020.00
      E 601-49440-130   INSURANCE - MED/DENT/LIFE/DIS     $17,799.67    $27,016.29    $65,000.00    $21,485.18    $54,420.00
      E 601-49440-131   EMPLOYER H.S.A.EXPENSE                 $0.00     $3,720.00     $5,000.00     $2,593.12     $5,000.00
      E 601-49440-136   MN Paid Leave                          $0.00         $0.00         $0.00         $0.00       $690.00
      E 601-49440-150   INSURANCE - WORKERS COMP           $1,264.58     $1,573.60         $0.00     $1,507.60     $2,480.00
      E 601-49440-200   OFFICE SUPPLIES                      $100.00         $0.00       $100.00         $0.00       $100.00
      E 601-49440-201   MAINT CONT/SUPPORT/WARRANT         $1,531.25     $1,314.29     $1,500.00         $0.00     $1,500.00
      E 601-49440-202   BILLING SUPPLIES                     $200.00         $0.00       $200.00        $31.58       $200.00
      E 601-49440-203   CUSTOMER NOTIFICATION/COMM             $0.00         $0.00         $0.00         $0.00         $0.00
      E 601-49440-209   TRUCK REPAIRS & INSPECTIONS          $236.93       $193.50       $600.00         $0.00       $600.00
      E 601-49440-210   OPERATING SUPPLIES & EXPENSE       $2,816.64     $1,082.93     $1,000.00       $362.12       $100.00
      E 601-49440-301   AUDITING                           $6,429.98     $2,658.63     $3,000.00     $5,231.82     $4,000.00
      E 601-49440-302   SAFETY CLASS/DRUG & ALCOHOL          $896.71       $705.69     $1,500.00       $916.89     $1,500.00
      E 601-49440-303   ENGINEERING                            $0.00         $0.00         $0.00       $950.00         $0.00
      E 601-49440-307   CONTRACT SERVICES                      $0.00         $0.00         $0.00         $0.00    $19,215.00
      E 601-49440-311   CONFERENCE & TRAINING                  $0.00       $195.01     $5,000.00       $500.00     $5,000.00
      E 601-49440-321   UTILITIES-PHONE/INTERNET/CAB         $802.54       $909.34       $720.00       $649.25       $750.00
      E 601-49440-322   POSTAGE/MAILING MACHINE            $1,361.34     $1,384.33     $2,000.00     $2,327.66     $2,000.00
      E 601-49440-324   OUTSIDE SERVICES                   $8,129.02       $254.50     $5,000.00     $1,290.43     $5,000.00
      E 601-49440-331   TRAVEL EXPENSE                         $0.00         $0.00       $250.00         $0.00       $250.00
      E 601-49440-360   INSURANCE - PROPERTY/LIABILIT      $3,947.88     $4,513.09     $5,000.00     $3,577.50     $3,980.00
      E 601-49440-420   DEPRECIATION                           $0.00         $0.00         $0.00         $0.00         $0.00
      E 601-49440-430   MISCELLANEOUS                         $10.99        $20.25         $0.00       $110.00         $0.00
      E 601-49440-432   BAD DEBT EXPENSE                       $0.00      -$838.99         $0.00         $0.00         $0.00
      E 601-49440-433   DUES AND SUBSCRIPTIONS               $874.06       $784.25     $2,000.00       $306.00     $2,000.00
      E 601-49440-434   REG.COMPL. LIC REPORT REQUIR           $0.00       $583.77       $600.00       $680.55       $600.00
      E 601-49440-719   TRANSFER-INTERFUND                     $0.00         $0.00         $0.00         $0.00         $0.00
      E 601-49440-726   SHARED FAC & SERV EXP TO CITY     $12,155.00    $14,000.00    $16,500.00         $0.00    $16,500.00
49440 WATER - GENERAL                                     $59,038.87   $199,697.60   $313,770.00   $132,157.64   $307,185.00

49500 NON-OPERATING
      E 601-49500-603   BOND PRINCIPAL - 2023A BOND            $0.00         $0.00         $0.00     $1,394.00    $13,351.00
      E 601-49500-604   BOND PRINCIPAL - 2020A BOND            $0.00        -$0.32    $53,911.52    $53,910.52    $59,067.17
      E 601-49500-608   BOND PRINCIPAL - 2016 FIRST ST         $0.00         $0.00       $930.00       $930.00       $976.50        117
                                                                                                                  10/08/25 4:27 PM
                                                                                                                            Page 3
                                                                              2024          2025          2025           2026
        Account           Last Dim Descr                    2023 Amt           Amt        Budget       YTD Amt         Budget
        E 601-49500-611   BOND INTEREST                       $110.75    -$1,769.00         $0.00         $0.00         $0.00
        E 601-49500-614   BOND INTEREST 2016 FIRST STR        $391.33       $174.96       $341.78       $174.96       $341.78
        E 601-49500-615   BOND INTEREST - 2020A BOND       $28,753.84    $23,505.90    $23,392.48    $12,100.57    $22,827.00
        E 601-49500-616   BOND INTEREST - 2023A BOND        $2,234.00     $8,052.05    $10,270.56     $3,373.00     $2,688.00
        E 601-49500-622   BOND ISSUANCE COSTS               $4,955.67         $0.00         $0.00         $0.00         $0.00
        E 601-49500-719   TRANSFER-INTERFUND                    $0.00         $0.00         $0.00         $0.00         $0.00
        E 601-49500-741   CAPITAL OUTLAY - ENTERPRISE F     $6,750.04         $0.00   $100,000.00         $0.00   $100,000.00
  49500 NON-OPERATING                                      $43,195.63    $29,963.59   $188,846.34    $71,883.05   $199,251.45
601 WATER                                                 $324,640.80   $467,484.68   $674,336.34   $277,488.29   $668,551.45

602 SANITARY SEWER

  43256 SEWER
        E 602-43256-101   SALARIES - REGULAR               $48,972.16    $66,069.89    $66,000.00    $37,121.38    $67,200.00
        E 602-43256-102   SALARIES - OVERTIME              $10,365.09    $16,962.96    $50,000.00    $11,120.13    $50,000.00
        E 602-43256-121   PERA - EMPLOYER SHARE             $4,687.03     $5,194.40     $8,700.00     $3,019.24     $8,790.00
        E 602-43256-122   FICA - EMPLOYER SHARE             $1,238.92     $9,780.63     $8,875.00     $1,241.44     $8,970.00
        E 602-43256-129   Pension Expense                    -$299.00    -$1,620.00         $0.00         $0.00         $0.00
        E 602-43256-130   INSURANCE - MED/DENT/LIFE/DIS    $19,066.54    $18,526.49    $30,000.00    $15,481.96    $22,460.00
        E 602-43256-131   EMPLOYER H.S.A.EXPENSE                $0.00     $1,950.00     $2,500.00     $1,557.69     $3,200.00
        E 602-43256-136   MN Paid Leave                         $0.00         $0.00         $0.00         $0.00       $520.00
        E 602-43256-142   UNEMPLOYMENT COMPENSATION             $0.00        $19.91         $0.00         $0.00         $0.00
        E 602-43256-150   INSURANCE - WORKERS COMP          $1,809.20     $2,073.85     $3,000.00     $1,887.35     $1,780.00
        E 602-43256-210   OPERATING SUPPLIES & EXPENSE     $19,911.74    $15,047.01    $16,000.00    $14,567.58    $16,000.00
        E 602-43256-212   MOTOR FUELS, LUBES, ADDITIVE      $3,198.83     $1,475.59     $3,000.00     $2,026.20     $3,000.00
        E 602-43256-216   CHEMICALS                         $7,638.51    $10,869.54     $9,000.00     $7,910.29     $9,000.00
        E 602-43256-265   PROPERTY TAX                        $788.00       $956.00       $950.00     $1,574.00     $1,800.00
        E 602-43256-303   ENGINEERING                         $237.00         $0.00         $0.00         $0.00         $0.00
        E 602-43256-307   CONTRACT SERVICES                 $3,256.89     $3,213.51     $3,300.00         $0.00    $19,215.00
        E 602-43256-309   COMPUTER SUPPORT                      $0.00         $0.00         $0.00       $602.27         $0.00
        E 602-43256-311   CONFERENCE & TRAINING               $587.37     $1,607.53       $500.00         $0.00       $500.00
        E 602-43256-321   UTILITIES-PHONE/INTERNET/CAB        $977.88     $1,502.45     $1,380.00     $2,036.67     $2,000.00
        E 602-43256-331   TRAVEL EXPENSE                      $262.00       $381.99       $700.00        $24.99       $700.00
        E 602-43256-360   INSURANCE - PROPERTY/LIABILIT    $11,832.12    $11,193.71    $11,000.00     $9,804.15    $11,180.00
        E 602-43256-381   UTILITIES-ELECTRIC & WATER       $44,336.90    $51,037.42    $45,000.00    $31,580.67    $45,000.00
        E 602-43256-383   UTILITIES-NATURAL GAS             $8,210.55     $4,456.94     $8,500.00     $4,885.21     $8,500.00
        E 602-43256-384   UTILITIES-REFUSE/RECYCLING          $819.74       $754.58       $800.00       $557.19       $800.00
        E 602-43256-385   UTILITIES-SEWER CHARGES          $23,936.50    $21,401.56    $24,000.00    $14,109.49    $24,000.00
        E 602-43256-400   REPAIRS AND MAINT                $30,732.26    $71,100.16    $25,000.00    $17,176.57    $25,000.00
        E 602-43256-414   OSHA/SAFETY CLOTH. & EQUIP          $150.00         $0.00       $500.00       $109.26       $500.00
        E 602-43256-418   UNIFORMS                            $194.90       $209.89       $400.00       $195.99       $400.00
        E 602-43256-420   DEPRECIATION                    $233,290.00   $169,050.89   $167,000.00    $84,188.80   $169,052.00
        E 602-43256-429   PERMITS AND LICENSES              $1,642.15     $1,473.00     $1,600.00     $1,550.00     $1,600.00
        E 602-43256-430   MISCELLANEOUS                         $0.00         $0.00         $0.00         $0.00         $0.00
        E 602-43256-432   BAD DEBT EXPENSE                      $0.00      -$579.21         $0.00         $0.00         $0.00
                                                                                                                                     118
                                                                                                                        10/08/25 4:27 PM
                                                                                                                                  Page 4
                                                                                2024            2025           2025            2026
         Account          Last Dim Descr                      2023 Amt           Amt          Budget        YTD Amt          Budget
        E 602-43256-501   CAPITAL OUTLAY                    $33,207.97          $0.40          $0.00          $0.00           $0.00
        E 602-43256-505   GIS Operation and Maintenance          $0.00      $7,008.36      $3,000.00      $1,436.50       $3,000.00
        E 602-43256-603   BOND PRINCIPAL - 2023A BOND            $0.00          $0.00          $0.00     $13,402.00     $117,322.80
        E 602-43256-604   BOND PRINCIPAL - 2020A BOND            $0.00          $0.11     $44,597.00     $44,596.57      $48,862.32
        E 602-43256-605   LOAN PRINCIPAL - PFA (RATES)           $0.00          $0.00     $99,141.00     $94,000.00      $99,750.00
        E 602-43256-606   CAPITAL LEASE PRINCIPAL                $0.44          $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
        E 602-43256-608   BOND PRINCIPAL - 2016 FIRST ST         $0.00          $0.00      $8,460.00      $8,460.00       $8,883.00
        E 602-43256-611   BOND INTEREST                         $53.28    -$11,134.00          $0.00          $0.00           $0.00
        E 602-43256-612   LOAN INTEREST - PFA               $10,344.00      $9,750.00      $8,820.00      $8,820.00       $7,880.00
        E 602-43256-614   BOND INTEREST 2016 FIRST STR       $3,554.15      $1,591.54      $3,109.05      $1,591.54       $3,109.05
        E 602-43256-615   BOND INTEREST - 2020A BOND        $23,495.15      $7,206.22     $19,352.00     $10,009.99      $18,883.25
        E 602-43256-616   BOND INTEREST - 2023A BOND        $21,149.00     $77,161.96     $64,650.00     $32,433.00      $26,690.00
        E 602-43256-619   CAPITAL LEASE INTEREST             $2,025.85          $0.00          $0.00          $0.00           $0.00
        E 602-43256-622   BOND ISSUANCE COSTS               $47,015.07          $0.00          $0.00          $0.00           $0.00
  43256 SEWER                                              $618,688.19    $575,695.28    $738,834.05    $479,078.12     $835,547.42

  47000 DEBT SERVICE
        E 602-47000-602   DISCOUNT AMORTIZATION              -$5,901.00    -$5,901.00          $0.00          $0.00           $0.00
  47000 DEBT SERVICE                                         -$5,901.00    -$5,901.00          $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
        E 602-47300-611 BOND INTEREST                            $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
602 SANITARY SEWER                                         $612,787.19    $569,794.28    $738,834.05    $479,078.12     $835,547.42

603 ELECTRIC

  49400 PLANT OPERATION
        E 603-49400-130 INSURANCE - MED/DENT/LIFE/DIS            $0.00          $0.00          $0.00          $0.00           $0.00
        E 603-49400-142 UNEMPLOYMENT COMPENSATION                $0.00          $0.00          $0.00        $945.00           $0.00
  49400 PLANT OPERATION                                          $0.00          $0.00          $0.00        $945.00           $0.00

  49420 CUSTOMER ACCOUNTS
        E 603-49420-433 DUES AND SUBSCRIPTIONS                   $0.00       $355.04           $0.00          $0.00           $0.00
  49420 CUSTOMER ACCOUNTS                                        $0.00       $355.04           $0.00          $0.00           $0.00

  49550 PURCHASED POWER
        E 603-49550-634 PURCHASED POWER ALL SUPPLIE         $769,863.96   $757,248.51    $850,000.00     $519,275.61    $850,000.00
        E 603-49550-651 CAPX INVESTMENT COSTS BROOK               $0.00         $0.00          $0.00      $29,307.41          $0.00
        E 603-49550-656 TRANSMISSION - ALL                  $274,491.65   $247,085.97    $300,000.00     $180,721.61    $300,000.00
        E 603-49550-665 CAPACITY CREDITS ALL SUPPLIER      -$135,416.49   -$46,226.29          $0.00    -$103,497.46          $0.00
        E 603-49550-677 ADMIN FEES - ENERGY PURCHASE              $0.00         $0.00          $0.00           $0.00          $0.00
  49550 PURCHASED POWER                                    $908,939.12    $958,108.19   $1,150,000.00   $625,807.17    $1,150,000.00

  49551 POWER PRODUCTION                                                                                                                   119
                                                                                                                10/08/25 4:27 PM
                                                                                                                          Page 5
                                                                             2024          2025         2025           2026
      Account           Last Dim Descr                     2023 Amt           Amt        Budget      YTD Amt         Budget
      E 603-49551-114 SALARIES - POWER PRODUCTION             $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
      E 603-49551-122 FICA - EMPLOYER SHARE                   $0.00          $0.00         $0.00        $0.00         $0.00
      E 603-49551-130 INSURANCE - MED/DENT/LIFE/DIS           $0.00          $0.00         $0.00        $0.00         $0.00
      E 603-49551-226 MAINT OF GEN PLANT EQUIPMEN         $1,737.23     $35,233.59    $42,000.00   $48,541.63    $42,000.00
      E 603-49551-329 RTU/DATA TRANSFER PHONE LIN         $6,287.38      $7,324.73     $6,560.00    $7,000.61     $6,560.00
      E 603-49551-379 UTILITIES-ELECTRIC                 $15,912.97     $12,085.20    $16,890.00    $8,947.31    $16,890.00
      E 603-49551-425 DEPRECIATION - GENERATORS          $45,261.00     $97,189.68    $45,000.00   $18,859.45    $45,000.00
      E 603-49551-539 FUEL OIL USED FOR GENERATION        $5,590.15      $4,490.20     $7,400.00        $0.00     $7,400.00
49551 POWER PRODUCTION                                   $74,788.73    $156,323.40   $117,850.00   $83,349.00   $117,850.00

49560 PLANT OPERATION
      E 603-49560-101   SALARIES - REGULAR                 $7,284.70    $28,501.00         $0.00       $0.00          $0.00
      E 603-49560-102   SALARIES - OVERTIME                $2,190.13         $0.00         $0.00       $0.00          $0.00
      E 603-49560-121   PERA - EMPLOYER SHARE              $4,828.30         $0.00         $0.00       $0.00          $0.00
      E 603-49560-122   FICA - EMPLOYER SHARE              $4,198.59         $0.00         $0.00       $0.00          $0.00
      E 603-49560-129   Pension Expense                  -$11,474.00     $9,816.00         $0.00       $0.00          $0.00
      E 603-49560-130   INSURANCE - MED/DENT/LIFE/DIS          $0.00         $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
      E 603-49560-210   OPERATING SUPPLIES & EXPENSE       $3,554.40     $2,932.72     $4,000.00     $284.85      $4,000.00
      E 603-49560-223   BUILDING REPAIR SUPPLIES              $0.00          $0.00         $0.00      $185.00         $0.00
      E 603-49560-240   SMALL TOOLS & MINOR EQUIPME          $81.59        $185.62       $500.00    $1,172.46       $500.00
      E 603-49560-383   UTILITIES-NATURAL GAS             $1,587.82        $927.54     $1,800.00    $1,024.61     $1,800.00
      E 603-49560-420   DEPRECIATION                      $6,564.00      $6,498.00     $7,000.00    $3,991.55     $7,012.00
49560 PLANT OPERATION                                    $18,815.53     $48,860.88    $13,300.00    $6,658.47    $13,312.00

49570 DISTRIBUTION
      E 603-49570-101   SALARIES - REGULAR                $99,801.62         $0.00         $0.00        $0.00         $0.00
      E 603-49570-102   SALARIES - OVERTIME               $15,739.04         $0.00         $0.00        $0.00         $0.00
      E 603-49570-118   SALARIES - TRANSMISSION WORK      $58,220.85         $0.00         $0.00        $0.00         $0.00
      E 603-49570-121   PERA - EMPLOYER SHARE             $10,432.39         $0.00         $0.00        $0.00         $0.00
      E 603-49570-122   FICA - EMPLOYER SHARE             $10,452.59         $0.00         $0.00        $0.00         $0.00
      E 603-49570-130   INSURANCE - MED/DENT/LIFE/DIS     $72,183.76       $281.69         $0.00       $27.68         $0.00
      E 603-49570-131   EMPLOYER H.S.A.EXPENSE             $4,312.50         $0.00         $0.00      $810.00         $0.00
      E 603-49570-142   UNEMPLOYMENT COMPENSATION              $0.00     $1,255.15         $0.00        $0.00         $0.00
      E 603-49570-209   TRUCK REPAIRS & INSPECTIONS          $900.49     $8,774.88     $2,000.00    $4,578.18     $5,000.00
      E 603-49570-212   MOTOR FUELS, LUBES, ADDITIVE       $5,817.58     $7,698.25     $8,000.00    $4,824.92     $8,000.00
      E 603-49570-220   REPAIR & MAINTENANCE SUPPLIE       $1,450.95    $12,917.04    $15,000.00    $2,169.66    $15,000.00
      E 603-49570-228   DISTRIB EXPENSE - MATERIALS     -$166,917.02   $241,208.23    $11,000.00   $17,473.26    $15,000.00
      E 603-49570-378   UTILITIES-WATER CHARGES              $401.55     $2,791.66       $500.00      $238.00       $500.00
      E 603-49570-379   UTILITIES-ELECTRIC                   $933.55       $855.71     $1,000.00      $393.19     $1,000.00
      E 603-49570-383   UTILITIES-NATURAL GAS                $834.57       $627.33     $1,000.00      $991.73     $1,000.00
      E 603-49570-385   UTILITIES-SEWER CHARGES              $676.19       $932.86       $900.00      $596.56       $900.00
      E 603-49570-389   STREET LIGHT REPAIRS               $1,965.32         $0.00     $8,000.00        $0.00     $8,000.00
      E 603-49570-402   REPAIRS & EXP - SUBSTATION             $0.00    $12,466.30    $20,000.00   $27,798.90    $25,000.00        120
                                                                                                               10/08/25 4:27 PM
                                                                                                                         Page 6
                                                                            2024          2025         2025           2026
      Account           Last Dim Descr                    2023 Amt           Amt        Budget      YTD Amt         Budget
      E 603-49570-414   OSHA/SAFETY CLOTH. & EQUIP        $5,076.61    $11,192.34    $12,000.00    $9,630.26    $12,000.00
      E 603-49570-420   DEPRECIATION                     $52,750.00         $0.00    $52,000.00        $0.00    $52,000.00
      E 603-49570-439   GOPHER STATE ONE - LOCATES          $442.30       $527.22     $1,000.00      $306.72     $1,000.00
      E 603-49570-490   DONATIONS                         $1,000.00       $500.00     $2,000.00      $500.00     $2,000.00
49570 DISTRIBUTION                                      $176,474.84   $302,028.66   $134,400.00   $70,339.06   $146,400.00

49580 CUSTOMER ACCOUNTS
      E 603-49580-101 SALARIES - REGULAR                    $859.71         $0.00         $0.00        $0.00         $0.00
      E 603-49580-102 SALARIES - OVERTIME                   $407.80         $0.00         $0.00        $0.00         $0.00
      E 603-49580-112 SALARIES - ADMIN                   $27,058.92         $0.00         $0.00        $0.00         $0.00
      E 603-49580-113 SALARIES - METER READING              $990.64         $0.00         $0.00        $0.00         $0.00
      E 603-49580-121 PERA - EMPLOYER SHARE               $1,442.10         $0.00         $0.00        $0.00         $0.00
      E 603-49580-122 FICA - EMPLOYER SHARE               $2,006.52         $0.00         $0.00        $0.00         $0.00
      E 603-49580-130 INSURANCE - MED/DENT/LIFE/DIS           $0.00         $0.00         $0.00        $0.00         $0.00
49580 CUSTOMER ACCOUNTS                                  $32,765.69         $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
      E 603-49590-101 SALARIES - REGULAR                   $304.00    $238,097.61   $335,000.00   $85,605.28   $161,170.00
      E 603-49590-102 SALARIES - OVERTIME                    $0.00     $18,770.87    $45,000.00   $11,870.46    $45,000.00
      E 603-49590-112 SALARIES - ADMIN                       $0.00     $23,452.29    $70,000.00   $28,252.57    $51,840.00
      E 603-49590-115   SALARIES - COMMISSIONER FEES      $3,592.00     $2,776.49       $850.00        $0.00     $4,430.00
      E 603-49590-121   PERA - EMPLOYER SHARE                 $0.00    $21,705.44    $30,000.00   $15,628.30    $19,350.00
      E 603-49590-122   FICA - EMPLOYER SHARE               $170.06    $23,280.17    $30,000.00   $10,607.52    $20,080.00
      E 603-49590-130   INSURANCE - MED/DENT/LIFE/DIS         $0.00   $111,111.39    $95,000.00   $79,117.48    $97,930.00
      E 603-49590-131   EMPLOYER H.S.A.EXPENSE                $0.00    $10,548.78    $15,000.00    $7,171.88    $15,000.00
      E 603-49590-136   MN Paid Leave                         $0.00         $0.00         $0.00        $0.00     $1,150.00
      E 603-49590-142   UNEMPLOYMENT COMPENSATION             $0.00         $0.00         $0.00      $157.55         $0.00
      E 603-49590-150   INSURANCE - WORKERS COMP          $3,630.78     $4,208.54     $4,400.00    $3,503.25     $2,700.00
      E 603-49590-200   OFFICE SUPPLIES                   $2,654.94     $1,317.49     $1,500.00       $39.69     $1,500.00
      E 603-49590-201   MAINT CONT/SUPPORT/WARRANT        $1,850.13     $1,862.99     $1,775.00    $2,121.20     $2,500.00
      E 603-49590-202   BILLING SUPPLIES                  $2,858.36     $1,507.18     $2,300.00    $1,462.19     $2,300.00
      E 603-49590-210   OPERATING SUPPLIES & EXPENSE        $830.23     $4,038.68     $2,500.00    $8,568.59    $10,000.00
      E 603-49590-211   CLEANING SUPPLIES                     $0.00         $7.59         $0.00        $0.00         $0.00
      E 603-49590-240   SMALL TOOLS & MINOR EQUIPME           $0.00     $2,596.73     $5,000.00    $1,362.99     $5,000.00
      E 603-49590-301   AUDITING                         $32,768.98    $13,998.87    $12,000.00   $13,031.68    $13,000.00
      E 603-49590-302   SAFETY CLASS/DRUG & ALCOHOL       $4,324.31     $6,619.10     $6,500.00    $3,634.50     $6,500.00
      E 603-49590-303   ENGINEERING                           $0.00         $0.00         $0.00    $1,500.00         $0.00
      E 603-49590-304   LEGAL                             $3,038.17       $173.25     $2,000.00    $2,539.12     $2,000.00
      E 603-49590-309   COMPUTER SUPPORT                      $0.00     $1,475.73         $0.00    $2,469.97     $2,500.00
      E 603-49590-311   CONFERENCE & TRAINING             $3,759.94    $18,053.54    $15,000.00   $15,807.96    $15,000.00
      E 603-49590-321   UTILITIES-PHONE/INTERNET/CAB        $977.29     $2,534.72     $2,000.00    $3,011.77     $2,000.00
      E 603-49590-322   POSTAGE/MAILING MACHINE           $6,101.15    $10,908.31     $7,000.00    $9,056.59     $7,000.00
      E 603-49590-324   OUTSIDE SERVICES                 $47,086.40     $4,816.87     $6,500.00    $8,903.44     $6,500.00
      E 603-49590-331   TRAVEL EXPENSE                        $0.00        $73.70         $0.00      $122.62         $0.00        121
                                                                                                                            10/08/25 4:27 PM
                                                                                                                                      Page 7
                                                                                   2024            2025            2025            2026
         Account           Last Dim Descr                      2023 Amt             Amt          Budget         YTD Amt          Budget
        E 603-49590-335 MISC BANK CHARGES                       $495.96         $957.80         $500.00         $218.16         $500.00
        E 603-49590-339 PAY PAL/SQUARE FEES                  $15,854.74          $73.06         $500.00          $24.10         $500.00
        E 603-49590-360 INSURANCE - PROPERTY/LIABILIT        $66,505.99      $82,283.70      $80,000.00      $80,780.10      $97,910.00
        E 603-49590-420 DEPRECIATION                              $0.00           $0.00           $0.00           $0.00           $0.00
        E 603-49590-430 MISCELLANEOUS                        $27,221.29       $2,218.87       $1,500.00       $2,955.20       $3,000.00
        E 603-49590-432 BAD DEBT EXPENSE                        $197.24       $9,482.14       $1,500.00       $3,871.51       $4,000.00
        E 603-49590-433 DUES AND SUBSCRIPTIONS                $3,443.19       $5,396.55       $5,000.00       $3,509.00       $5,000.00
        E 603-49590-434 REG.COMPL. LIC REPORT REQUIR            $531.25         $351.86         $550.00       $7,122.36      $10,000.00
        E 603-49590-435 CMMPA DUES                           $18,000.00      $18,252.00      $20,000.00      $12,000.00      $20,000.00
        E 603-49590-505 GIS Operation and Maintenance             $0.00      $14,349.57       $5,000.00           $0.00       $5,000.00
        E 603-49590-719 TRANSFER-INTERFUND                        $0.00           $0.00           $0.00           $0.00      $36,147.00
        E 603-49590-726 SHARED FAC & SERV EXP TO CITY        $50,000.00      $60,000.00      $65,000.00           $0.00      $65,000.00
  49590 ELECTRIC - GENERAL                                  $296,196.40     $717,301.88     $868,875.00     $426,027.03     $741,507.00

  49595 CONSERVATION IMPROVE PROG-CIP
        E 603-49595-316 CONSERVATION - RESIDENTIAL            $3,380.14       $3,498.33       $3,500.00       $3,820.00       $3,500.00
        E 603-49595-317 CONSERVATION - IND/COMMERCI           $7,226.85       $1,510.00       $7,500.00           $0.00       $7,500.00
        E 603-49595-336 CONSERVATION-ADMIN COSTS                $500.00           $0.00         $500.00           $0.00         $500.00
  49595 CONSERVATION IMPROVE PROG-CIP                        $11,106.99       $5,008.33      $11,500.00       $3,820.00      $11,500.00

  49600 NON-OPERATING
        E 603-49600-603    BOND PRINCIPAL - 2023A BOND            $0.00           $0.00           $0.00           $0.00           $0.00
        E 603-49600-611    BOND INTEREST                         $15.84           $0.00           $0.00           $0.00           $0.00
        E 603-49600-613    INTEREST EXP - METER DEPOSIT           $0.00       $1,409.35           $0.00           $0.00           $0.00
        E 603-49600-741    CAPITAL OUTLAY - ENTERPRISE F          $0.00           $0.00           $0.00      $81,716.69           $0.00
  49600 NON-OPERATING                                            $15.84       $1,409.35           $0.00      $81,716.69           $0.00

  49700 OPERATING TRANSFERS OUT
        E 603-49700-727 TRANSFER TO CITY - LIEU OF TAX       $62,937.01      $66,083.71      $65,000.00      $24,228.81      $65,000.00
  49700 OPERATING TRANSFERS OUT                              $62,937.01      $66,083.71      $65,000.00      $24,228.81      $65,000.00
603 ELECTRIC                                               $1,582,040.15   $2,255,479.44   $2,360,925.00   $1,322,891.23   $2,245,569.00

605 STORM SEWER

  43251 STORM SEWER UTIL & MAINT
        E 605-43251-101 SALARIES - REGULAR                   $12,638.80       $17,587.77     $16,300.00       $6,348.93      $15,570.00
        E 605-43251-102 SALARIES - OVERTIME                      $64.40          $342.20      $3,000.00           $0.00       $3,000.00
        E 605-43251-121 PERA - EMPLOYER SHARE                 $1,016.50        $1,214.45     $10,000.00         $532.11       $1,390.00
        E 605-43251-122 FICA - EMPLOYER SHARE                    $86.66        $2,263.64     $10,500.00        -$202.60       $1,420.00
        E 605-43251-129 Pension Expense                      -$7,802.00      -$17,333.00          $0.00           $0.00           $0.00
        E 605-43251-130 INSURANCE - MED/DENT/LIFE/DIS         $5,404.31        $5,356.72      $8,000.00       $4,595.86       $6,100.00
        E 605-43251-131 EMPLOYER H.S.A.EXPENSE                $1,078.13          $750.01      $1,000.00         $623.07       $1,500.00
        E 605-43251-136 MN Paid Leave                             $0.00            $0.00          $0.00           $0.00          $80.00
        E 605-43251-142 UNEMPLOYMENT COMPENSATION                 $0.00            $6.24          $0.00           $0.00           $0.00
         E 605-43251-150   INSURANCE - WORKERS COMP             $257.73         $459.10           $0.00         $237.10         $280.00
         E 605-43251-212   MOTOR FUELS, LUBES, ADDITIVE       $1,416.42       $1,217.28       $1,500.00         $408.67       $1,500.00        122
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                                                                                  2024            2025            2025            2026
        Account           Last Dim Descr                      2023 Amt             Amt          Budget         YTD Amt          Budget
        E 605-43251-307 CONTRACT SERVICES                        $0.00           $0.00           $0.00           $0.00      $12,810.00
        E 605-43251-360 INSURANCE - PROPERTY/LIABILIT          $347.05         $307.50         $300.00         $247.10         $400.00
        E 605-43251-400 REPAIRS AND MAINT                    $6,014.09      $15,234.50       $5,000.00         $930.03       $5,000.00
        E 605-43251-420 DEPRECIATION                        $52,031.00      $53,777.87     $100,000.00      $45,769.70      $53,778.00
        E 605-43251-432 BAD DEBT EXPENSE                         $0.00         -$11.19           $0.00           $0.00           $0.00
        E 605-43251-501 CAPITAL OUTLAY                           $0.00           $0.17           $0.00           $0.00           $0.00
        E 605-43251-603 BOND PRINCIPAL - 2023A BOND              $0.00           $0.00           $0.00           $0.00           $0.00
        E 605-43251-604 BOND PRINCIPAL - 2020A BOND              $0.00          -$0.31      $29,350.00      $29,349.90      $32,157.28
        E 605-43251-606 CAPITAL LEASE PRINCIPAL                  $0.06           $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
        E 605-43251-611 BOND INTEREST                           $30.43        -$255.00           $0.00           $0.00           $0.00
        E 605-43251-614 BOND INTEREST 2016 FIRST STR           $529.15         $237.04         $464.00         $237.04         $463.05
        E 605-43251-615 BOND INTEREST - 2020A BOND          $10,647.18      $13,565.95      $12,735.31       $6,587.78      $12,427.45
        E 605-43251-619 CAPITAL LEASE INTEREST               $6,511.25           $0.00           $0.00           $0.00           $0.00
  43251 STORM SEWER UTIL & MAINT                            $90,271.16      $94,720.94     $199,409.31      $96,924.69     $149,198.78

  43256 SEWER
        E 605-43256-505   GIS Operation and Maintenance          $0.00           $0.00           $0.00           $0.00           $0.00
  43256 SEWER                                                    $0.00           $0.00           $0.00           $0.00           $0.00

  47000 DEBT SERVICE
        E 605-47000-602   DISCOUNT AMORTIZATION              -$1,275.00      -$1,275.00          $0.00           $0.00           $0.00
  47000 DEBT SERVICE                                         -$1,275.00      -$1,275.00          $0.00           $0.00           $0.00
605 STORM SEWER                                             $88,996.16      $93,445.94     $199,409.31      $96,924.69     $149,198.78

                                                          $2,608,464.30   $3,386,204.34   $3,973,504.70   $2,176,382.33   $3,898,866.65




                                                                                                                                              123
                                                             AGENDA ITEM NO. XI.D


Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                October 14, 2025

SUBMITTED BY:        Holli Gudknecht, Administration

ITEM TYPE:           New Business

AGENDA SECTION:      NEW BUSINESS

SUBJECT:             Declare 1983 Chevrolet Tender Fire Truck as Excess Inventory

SUGGESTED ACTION:    The fire department voted to sell the 1983 Chevrolet tender fire truck.
                     They would like it to be declared excess equipment so it can be sold.
                     They would like to see the proceeds put back into the truck fund.

                     MOTION NEEDED

ATTACHMENTS:




                                                                                               124
                                                          AGENDA ITEM NO. XI.E


Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                October 14, 2025

SUBMITTED BY:        Holli Gudknecht, Administration

ITEM TYPE:           New Business

AGENDA SECTION:      NEW BUSINESS

SUBJECT:             Date of November Council Meeting

SUGGESTED ACTION:    The November council meeting falls on Veterans Day, November 11.
                     MN State Law: Minnesota Statutes section 645.44 lists Veterans
                     Day as one of the holidays on which public business cannot be
                     conducted.

                     City staff's recommendation is to move the meeting to Wednesday,
                     November 12.

                     MOTION NEEDED

ATTACHMENTS:




                                                                                        125
                                                       AGENDA ITEM NO.
                                                       XII.A


Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                October 14, 2025

SUBMITTED BY:        Holli Gudknecht, Administration

ITEM TYPE:           Miscellaneous

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

SUBJECT:             FYI for October 14, 2025

SUGGESTED ACTION:

ATTACHMENTS:
FYI 10-14-25.pdf




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