Packet text, September 10, 2024

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

                                AGENDA
                     CITY COUNCIL REGULAR SESSION
                            September 10, 2024
                                 7:00 PM
I.     CALL TO ORDER AND ROLL CALL

II.    CITIZEN COMMENTS

III.   ADOPT AGENDA

       III.A   Agenda for Council Meeting 9/10/24
               Summary Report
               9-10-24 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.

V.     APPROVAL OF MINUTES and APPOINTMENTS

       V.A
               City Council Meeting Minutes of August 20, 2024

               City Council Work Session Meeting Minutes of August 29, 2024
               City Council Special Meeting Minutes of August 29, 2024
               Approve Hire of Part-time Municipal Liquor Store Employee Michaela Neuzil

               Summary Report
               8-20-24 Agenda Council Meeting.docx
               8-29-24 AGENDA COUNCIL SPECIAL MEETING.docx
               8-29-24 Agenda Work Session.doc

VI.    PRESENTATIONS/PUBLIC HEARINGS RECOGNITIONS/PROCLAMATIONS

       VI.A    Masonic Lodge of Cannon Falls presentation to Kenyon Fire Department, West
               Concord Fire Department, and Kenyon Police Department. Harris Haugen will be the
               presenter for the Cannon Falls Masonic Lodge.
               Summary Report

VII.   ENGINEERING

       VII.A Pearl Creek & Gates Ave Utility Improvements
             Summary Report
             01.1_RCA_Pearl Creek & Gates Ave Utility Improvements.pdf
             01.2_Pearl Creek Pay App 8.pdf

       VII.B   2025 Street & Utility Improvements


                                                                                                          1
               Summary Report
               02.1_RCA_2025 Street & Utility Improvements.pdf
               02.2_Feasibility Report_2025 Street Utility Improvements_v1-reduced.pdf
               02.3_Prelim Assessment Roll_9-5-2024.pdf
               Resolution         2024-20          Receiving-Feasibility-Report-Calling-Hearing-on-
               Improvement.docx

VIII.   LEGAL

        VIII.A Temporary Waiver of City Code for Downtown Kenyon Fall Festival
               Summary Report
               Waiver of City Code for Fall Festival.pdf
               Fall Festival Flyers.pdf

IX.     FINANCIAL

        IX.A   Financials for 9-10-24 council meeting
               Summary Report
               City Enterprise Funds Profit Loss Summary By Fund YTD©.pdf
               CITY OF KENYON Expense Summary.pdf
               CITY OF KENYON Revenue Summary.pdf

X.      OLD BUSINESS

XI.     NEW BUSINESS

        XI.A   Resolution 2024-21: Adopting the 2025 Preliminary Budget & Levy



               Summary Report
               Preliminary Levy.docx
               Resolution 2024-21 Certifying 2024 Preliminary Levy.docx

        XI.B   Resolution 2024-22: Approving a Cooperative Snow Removal Agreement with the
               Minnesota Department of Transportation
               Summary Report
               RESOLUTION 2024-22 MNDOT Snow Removal.docx
               Kenyon COOP Snow & Ice Agreement 2025-2029.pdf

XII.    F.Y.I. - Department Updates

        XII.A FYI 9-10-24
              Summary Report
              FYI 9-10-24.pdf

XIII.   COUNCIL AND STAFF GENERAL COMMENTS

XIV.    ADJOURNMENT




                                                                                                      2
                                                                   AGENDA ITEM NO. III.A


 Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                         September 10, 2024

SUBMITTED BY:                 Holli Gudknecht, Administration

ITEM TYPE:                    Agenda

AGENDA SECTION:               ADOPT AGENDA

SUBJECT:                      Agenda for Council Meeting 9/10/24

SUGGESTED ACTION:             MOTION NEEDED

ATTACHMENTS:
9-10-24 Agenda Council Meeting.docx




                                                                                           3
                                            AGENDA
                                    CITY COUNCIL MEETING
                                       September 10, 2024

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.

              V. **APPROVAL OF MINUTES and APPOINTMENTS
                   A. City Council Meeting Minutes of August 20, 2024
                   B. City Council Work Session Meeting Minutes of August 29, 2024
                   C. City Council Special Meeting Minutes of August 29, 2024
                   D. Approve Hire of Part-time Municipal Liquor Store Employee Michaela Neuzil

              VI.      PRESENTATIONS/PUBLIC HEARINGS
                       RECOGNITIONS/PROCLAMATIONS
                       A. Masonic Lodge of Cannon Falls presentation to Kenyon Fire Department, West
                          Concord Fire Department, and Kenyon Police Department

              VII.     ENGINEERING
                       A. Pearl Creek & Gates Avenue Utility Improvements
                          1. Pay Application #8 to BCM Construction
                       B. 2025 Street and Utility Improvements
                          1. Review Feasibility Report
                          2. Resolution 2024-20: Receiving Feasibility Report and Calling on Improvement

              VIII. LEGAL
                  ** A. Temporary Waiver of City Code for Downtown Kenyon Fall Festival

              IX.       FINANCIAL
                     ** A. August 2024 Treasurer’s Report
                     ** B. Payment of Claims

              X.       OLD BUSINESS

              XI.      NEW BUSINESS
                       A. Resolution 2024-21: Adopting the 2025 Preliminary Budget & Levy
                       B. Resolution 2024-22: Approving a Cooperative Snow Removal Agreement with the
                          Minnesota Department of Transportation
                                                                                                                            4
XII.   OTHER BUSINESS
       A. Schedule of Upcoming Meetings
          1. KMU Meeting: Tuesday, September 17 @ 4 p.m
          2. EDA Meeting: Friday, September 27 @ 8 a.m.
          3. Planning Commission Meeting: Tuesday, October 1 @ 6:00 p.m.
          4. City Council Meeting: Tuesday, October 8 @ 7 p.m


XIII. COUNCIL AND STAFF GENERAL COMMENTS

XIV. ADJOURNMENT




                                                                           5
                                                             AGENDA ITEM NO. V.A


Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                    September 10, 2024

SUBMITTED BY:            Holli Gudknecht, Administration

ITEM TYPE:               Minutes

AGENDA SECTION:          APPROVAL OF MINUTES and APPOINTMENTS

SUBJECT:
                         City Council Meeting Minutes of August 20, 2024

                         City Council Work Session Meeting Minutes of August 29, 2024
                         City Council Special Meeting Minutes of August 29, 2024
                         Approve Hire of Part-time Municipal Liquor Store Employee
                         Michaela Neuzil

SUGGESTED ACTION:        MOTION NEEDED

ATTACHMENTS:
8-20-24 Agenda Council Meeting.docx
8-29-24 AGENDA COUNCIL SPECIAL MEETING.docx
8-29-24 Agenda Work Session.doc




                                                                                        6
                                           AGENDA
                                    CITY COUNCIL MEETING
                                         August 20, 2024

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.

              V. **APPROVAL OF MINUTES and APPOINTMENTS
                   A. City Council Meeting Minutes of July 9, 2024
                   B. City Council Work Session Meeting Minutes of July 30, 2024

              VI.      PRESENTATIONS/PUBLIC HEARINGS
                       RECOGNITIONS/PROCLAMATIONS

              VII.     ENGINEERING
                       A. 2025 Street and Utility Improvements
                       B. Pearl Creek & Gates Avenue Utility Improvements
                          1. Pay Application #7 to BCM Construction

              VIII. LEGAL

              IX.       FINANCIAL
                     ** A. July 2024 Treasurer’s Report
                     ** B. Payment of Claims

              X.       OLD BUSINESS

              XI.      NEW BUSINESS
                       A. Revised Policy #7 – Employee Evaluation
                       B. Approve Administrative Policy #34 – Purchasing
                       C. Approve Administrative Policy #35 – Fixed Asset Record System
                       D. Approve Classification and Compensation Plan for Kenyon
                       E. TIF 4-4 Fund Transfer
                       F. Resolution 2024-19: Committing Capital Fund Balances

              XII.     OTHER BUSINESS
                       A. Schedule of Upcoming Meetings
                          1. City Council Meeting: Tuesday, September 9 @ 7 p.m
                                                                                                                            7
XIII. COUNCIL AND STAFF GENERAL COMMENTS

XIV. ADJOURNMENT




                                           8
                                   CITY OF KENYON
                                 KENYON, MINNESOTA

                   NOTICE OF SPECIAL CITY COUNCIL MEETING

                                Thursday, August 29, 2024
                         5:00 p.m. (or as soon thereafter following
                        the City of Kenyon Work Session Meeting)



NOTICE IS HEREBY GIVEN that the City Council will hold a Special Meeting pursuant to
Minnesota Statutes, Section 13D.04, subdivision 2 on Thursday, August 29, 2024, commencing at
5:00 p.m. at City Hall, 709 2nd Street, Kenyon, Minnesota for the following purposes:


       1.     Approve Classification and Compensation Plan for Kenyon

       2.     Resolution 2024-19: Committing Capital Fund Balances

       3.     Other




                                                  Holli Gudknecht
                                                  Deputy City Clerk



DATED: August 26, 2024




                                                                                                9
                                         AGENDA
                                 City Council Work Session
                                           August 29, 2024
                                              5:00 pm
                                           Kenyon City Hall


                          I.     Call to Order

                          II.    Review Classification and Compensation Plan for Kenyon

                          III.   Review Proposed 2025 Budget and Levy

                          IV.    Other

                          V.     Adjourn




                                                 Holli Gudknecht, Deputy City Clerk



Posted: August 26, 2024




                                                                                          10
                                                           AGENDA ITEM NO. VI.A


Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                September 10, 2024

SUBMITTED BY:        Holli Gudknecht, Administration

ITEM TYPE:           Miscellaneous

AGENDA SECTION:      PRESENTATIONS/PUBLIC HEARINGS
                     RECOGNITIONS/PROCLAMATIONS

SUBJECT:             Masonic Lodge of Cannon Falls presentation to Kenyon Fire
                     Department, West Concord Fire Department, and Kenyon Police
                     Department. Harris Haugen will be the presenter for the Cannon Falls
                     Masonic Lodge.

SUGGESTED ACTION:

ATTACHMENTS:




                                                                                            11
                                                                  AGENDA ITEM NO.
                                                                  VII.A


 Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                         September 10, 2024

SUBMITTED BY:                 Holli Gudknecht, Engineering

ITEM TYPE:                    Engineering

AGENDA SECTION:               ENGINEERING

SUBJECT:                      Pearl Creek & Gates Ave Utility Improvements

SUGGESTED ACTION:             See Attachments

ATTACHMENTS:
01.1_RCA_Pearl Creek & Gates Ave Utility Improvements.pdf
01.2_Pearl Creek Pay App 8.pdf




                                                                                    12
                           REQUEST FOR COUNCIL ACTION


 Agenda Item:            Department:           Requested Council Meeting Date:          Submitted By:
                         Engineering                     9/10/2024                      Derek Olinger

TITLE OF ISSUE: Pearl Creek & Gates Ave Utility Improvements
BACKGROUND AND SUPPLEMENTAL INFORMATION:
Work in this past month as included final paving, full disconnection from the old pearl creek sewer
main, fine grading and seeding.

The contractor still needs to finish final testing of pipelines and is currently waiting on parts to arrive
to address a few minor issues with the lift station controls. Some final attention to the green space
area around the lift station will also be required to resolve some drainage issues.

The attached pay application is recommended for approval.

Additional side note: The council likely all received a notification on August 23 that the Contractor
spilled some cementitious grout material from their work into Pearl Creek and that spill was reported
to the MPCA. The responsible subcontractor responded very quickly on the 23 rd and the following
week to clean up the material from the creek. To date, MPCA and DNR both seem satisfied with the
effort and attention put forth. At some point in the future fine(s) may be issued for the incident;
however, I am not receiving any indication that the spill was a major cause for concern.

SOURCE OF FUNDING: Project Financing
REQUESTED COUNCIL ACTION:
Motion Approving Pay Application #8 to BCM Construction




SUPPORTING DOCUMENTS ATTACHED:
  Resolution    Ordinance      Contract                              Minutes                OTHER
                                                                                              X




                                                                                                              13
Contractor's Application for Payment
  Owner:       CITY OF KENYON                                Owner's Project No.: N/A
  Engineer:    BOLTON & MENK                               Engineer's Project No.: 0H1.126462
  Contractor: BCM CONSTRUCTION                              Agency's Project No.: N/A
  Project:     2023 PEARL CREEK SANITARY SEWER & GATES AVE UTILITY IMPROVEMENTS
  Contract:    N/A
 Application No.:             8                      Application Date:                 9/10/2024
 Application Period:       From               8/10/2024          to                    8/30/2024
          1. Original Contract Price                                                                      $               1,241,494.22
          2. Net change by Change Orders                                                                  $                  14,800.00
          3. Current Contract Price (Line 1 + Line 2)                                                     $               1,256,294.22
          4. Total Work completed and materials stored to date
             (Sum of Column G Lump Sum Total and Column J Unit Price Total)                               $               1,226,180.52
          5. Retainage
               a.    5%      X $ 1,226,180.52 Work Completed                                              $                  61,309.03
               b.    5%      X $                 - Stored Materials                                       $                        -
               c. Total Retainage (Line 5.a + Line 5.b)                                                   $                  61,309.03
          6. Amount eligible to date (Line 4 - Line 5.c)                                                  $               1,164,871.49
          7. Less previous payments                                                                       $               1,098,682.99
          8. Amount due this application                                                                  $                  66,188.50
 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:     BCM CONSTRUCTION

 Signature:                                                                                      Date:
 Name:           AARON MILLER                                                                    Title:       PROJECT MANAGER

 Recommended by Engineer                                           Approved by Owner


 By:                                                               By:
 Name:      DEREK OLINGER, PE                                      Name:       FRANK BOYLES
 Title:     CITY ENGINEER                                          Title:      INTERIM CITY ADMINISTRATOR
 Date:                                                             Date:




                                              EJCDC C-620 Contractor's Application for Payment
                               (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.                       14
 Progress Estimate - Unit Price Work                                                                                                                                                                                                                        Contractor's Application for Payment
 Owner:              CITY OF KENYON                                                                                                                                                                                                                        Owner's Project No.:              N/A
 Engineer:           BOLTON & MENK                                                                                                                                                                                                                       Engineer's Project No.:          0H1.126462
 Contractor:         BCM CONSTRUCTION                                                                                                                                                                                                                     Agency's Project No.:              N/A
 Project:            2023 PEARL CREEK SANITARY SEWER & GATES AVE UTILITY IMPROVEMENTS
 Contract:           N/A

 Application No.:             8                                         Application Period:       From          08/10/24               to               08/30/24                                                                                              Application Date:            09/10/24
      A                                            B                                               C                  D               E                     F                    F1                       F2             G                 H                      I                       J             K             L
                                                                                                                      Contract Information                                            Previous Estimate                      Work Completed                                            Work
                                                                                                                                                                                                                                                                                   Completed and     % of
                                                                                                                                                                                                                      Estimated        Value of Work                               Materials Stored Value of Difference fron Bid
                                                                                                                                                   Value of Bid Item                                                  Quantity       Completed to Date   Materials Currently          to Date        Item         Estimate
   Bid Item                                                                                                                        Unit Price           (C X E)         Quantity Previous        Value Previous    Incorporated in         (E X G)        Stored (not in G)            (H + I)       (J / F)        (F - J)
     No.                                      Description                                     Item Quantity      Units                ($)                 ($)              Estimate                 Estimate          the Work               ($)                 ($)                     ($)          (%)            ($)
                                                                                                                                                      Original Contract
       1       MOBILIZATION                                                                             1.00   LS                     55,000.00            55,000.00                  0.92             50,600.00              1.00          55,000.00                                    55,000.00      100%                  -
       2       CLEARING AND GRUBBING                                                                    1.00   LS                     13,125.00            13,125.00                  1.00             13,125.00              1.00          13,125.00                                    13,125.00      100%                  -
       3       REMOVE RIPRAP (P)                                                                       75.00   CY                         21.00              1,575.00                75.00              1,575.00             75.00           1,575.00                                     1,575.00      100%                  -
       4       SITE GRADING                                                                             1.00   LS                     30,000.00            30,000.00                  0.95             28,500.00              1.00          30,000.00                                    30,000.00      100%                  -
       5       GEOGRID TYPE 1                                                                       1,130.00   SY                          1.75              1,977.50               955.00              1,671.25            955.00           1,671.25                                     1,671.25       85%             306.25
       6       AGGREGATE SURFACING CLASS 2                                                            630.00   TON                        25.00            15,750.00                630.00             15,750.00            630.00          15,750.00                                    15,750.00      100%                  -
       7       PAVEMENT/CURB/DRIVEWAY PATCHING                                                          1.00   LS                     26,500.00            26,500.00                  0.80             21,200.00              1.00          26,500.00                                    26,500.00      100%                  -
       8       6" CONCRETE DRIVEWAY (REINFORCED)                                                      160.00   SY                        114.00            18,240.00                160.00             18,240.00            160.00          18,240.00                                    18,240.00      100%                  -
       9       BOLLARD                                                                                  4.00   EA                        252.00              1,008.00                    -                     -                 -                  -                                            -                     1,008.00
      10       TRAFFIC CONTROL                                                                          1.00   LS                      4,500.00              4,500.00                 0.92              4,140.00              1.00           4,500.00                                     4,500.00      100%                  -
      11       EROSION & SEDIMENTATION CONTROL                                                          1.00   LS                     12,000.00            12,000.00                  0.85             10,200.00              0.85          10,200.00                                    10,200.00       85%           1,800.00
      12       STABILIZE & REESTABLISH TURF                                                             1.00   LS                     15,000.00            15,000.00                  0.33              4,950.00              0.90          13,500.00                                    13,500.00       90%           1,500.00
      13       EXPLORATORY EXCAVATION                                                                  10.00   HOUR                      400.00              4,000.00                 3.00              1,200.00              3.00           1,200.00                                     1,200.00       30%           2,800.00
      14       CONSTRUCTION ALLOWANCE                                                              35,000.00   UNIT                        1.00            35,000.00            23,074.20              23,074.20         23,074.20          23,074.20                                    23,074.20       66%          11,925.80
      15       HWY 60 MH & PIPE DISCONNECTIONS                                                          1.00   LS                      8,000.00              8,000.00                    -                     -              1.00           8,000.00                                     8,000.00      100%                  -
      16       REMOVE MANHOLE (SANITARY)                                                                3.00   EACH                    1,500.00              4,500.00                 2.00              3,000.00              3.00           4,500.00                                     4,500.00      100%                  -
      17       EXCAVATION - ROCK                                                                      180.00   CY                         84.00            15,120.00                103.00              8,652.00            103.00           8,652.00                                     8,652.00       57%           6,468.00
      18       DEWATERING                                                                               1.00   LS                     20,000.00            20,000.00                  1.00             20,000.00              1.00          20,000.00                                    20,000.00      100%                  -
      19       CONNECT TO EXISTING SANITARY SEWER MAIN                                                  2.00   EACH                      875.00              1,750.00                 3.00              2,625.00              3.00           2,625.00                                     2,625.00      150%            (875.00)
      20       CONNECT TO EXISTING SANITARY SEWER SERVICE                                               2.00   EACH                      600.00              1,200.00                 1.00                600.00              1.00             600.00                                       600.00       50%             600.00
      21       6" PVC PIPE DRAIN CLEANOUT                                                               3.00   EACH                      400.00              1,200.00                 3.00              1,200.00              3.00           1,200.00                                     1,200.00      100%                  -
      22       8" PVC PIPE SEWER (CREEK CROSSING)                                                     157.00   LF                      1,400.00           219,800.00                157.00            219,800.00            157.00         219,800.00                                   219,800.00      100%                  -
      23       8" PVC PIPE SEWER                                                                      280.00   LF                         90.00            25,200.00                283.00             25,470.00            283.00          25,470.00                                    25,470.00      101%            (270.00)
      24       6" PVC SANITARY SERVICE PIPE                                                           304.00   LF                        102.00            31,008.00                299.00             30,498.00            299.00          30,498.00                                    30,498.00       98%             510.00
      25       4" FORCE MAIN PIPE                                                                   1,274.00   LF                         37.00            47,138.00              1,279.00             47,323.00          1,279.00          47,323.00                                    47,323.00      100%            (185.00)
      26       4" INSULATION                                                                           25.00   SY                         65.00              1,625.00                    -                     -                 -                  -                                            -                     1,625.00
      27       CONST DRAINAGE STRUCTURE DES 4007 (MH A)                                                 1.00   EACH                    7,000.00              7,000.00                 1.00              7,000.00              1.00           7,000.00                                     7,000.00      100%                  -
      28       CONST DRAINAGE STRUCTURE (MH B - AIR/VAC RELEASE)                                        1.00   EACH                    5,500.00              5,500.00                 1.00              5,500.00              1.00           5,500.00                                     5,500.00      100%                  -
      29       CONST DRAINAGE STRUCTURE DES 4007 (MH C)                                                 1.00   EACH                    8,200.00              8,200.00                 1.00              8,200.00              1.00           8,200.00                                     8,200.00      100%                  -
      30       CONST DRAINAGE STRUCTURE DES 4007 (MH D)                                                 1.00   EACH                    8,000.00              8,000.00                 1.00              8,000.00              1.00           8,000.00                                     8,000.00      100%                  -
      31       REPLACE & ADJUST CASTING                                                                 1.00   EACH                    1,350.00              1,350.00                    -                     -              1.00           1,350.00                                     1,350.00      100%                  -
      32       CONSTRUCT 8" INSIDE DROP (MH C)                                                          1.00   EACH                    4,500.00              4,500.00                 1.00              4,500.00              1.00           4,500.00                                     4,500.00      100%                  -
      33       CONSTRUCT 8" INSIDE DROP (MH D)                                                          1.00   EACH                    4,500.00              4,500.00                 1.00              4,500.00              1.00           4,500.00                                     4,500.00      100%                  -
      34       SANITARY SEWER TRACER SYSTEM                                                             1.00   LS                      3,000.00              3,000.00                 0.50              1,500.00              0.50           1,500.00                                     1,500.00       50%           1,500.00
      35       LIFT STATION & VALVE VAULT                                                               1.00   LS                    235,090.22           235,090.22                  0.95            223,335.71              1.00         235,090.22                                   235,090.22      100%                  -
      36       ELECTRICAL (POWER EXTEN, BACKUP GEN, CONTROL, LIGHT, CONCRETE PADS)                      1.00   LS                    200,000.00           200,000.00                  0.95            190,000.00              0.98         196,000.00                                   196,000.00       98%           4,000.00
      37       GAS SERVICE ALLOWANCE                                                                8,000.00   UNIT                        1.00              8,000.00             8,000.00              8,000.00          8,000.00           8,000.00                                     8,000.00      100%                  -
      38       DISCONNECT EXISTING WATER MAIN                                                           1.00   EACH                      500.00                500.00                 1.00                500.00              1.00             500.00                                       500.00      100%                  -
      39       CONNECT TO EXISTING WATER MAIN                                                           5.00   EACH                    1,000.00              5,000.00                 5.00              5,000.00              5.00           5,000.00                                     5,000.00      100%                  -
      40       HYDRANT (9' BURY)                                                                        1.00   EACH                    6,500.00              6,500.00                 1.00              6,500.00              1.00           6,500.00                                     6,500.00      100%                  -
      41       4" GATE VALVE AND BOX                                                                    1.00   EACH                    2,000.00              2,000.00                 1.00              2,000.00              1.00           2,000.00                                     2,000.00      100%                  -
      42       6" GATE VALVE AND BOX                                                                    2.00   EACH                    2,250.00              4,500.00                 2.00              4,500.00              2.00           4,500.00                                     4,500.00      100%                  -
      43       8" GATE VALVE AND BOX                                                                    1.00   EACH                    3,000.00              3,000.00                 1.00              3,000.00              1.00           3,000.00                                     3,000.00      100%                  -
      44       4" WATERMAIN                                                                            16.00   LF                        100.00              1,600.00                16.00              1,600.00             16.00           1,600.00                                     1,600.00      100%                  -


                                                                                                                                      EJCDC C-620 Contractor's Application for Payment
Unit Price                                                                                                             (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.                                                                                                                  1 of 2   15
 Progress Estimate - Unit Price Work                                                                                                                                                                                                                         Contractor's Application for Payment
 Owner:               CITY OF KENYON                                                                                                                                                                                                                        Owner's Project No.:              N/A
 Engineer:            BOLTON & MENK                                                                                                                                                                                                                       Engineer's Project No.:          0H1.126462
 Contractor:          BCM CONSTRUCTION                                                                                                                                                                                                                     Agency's Project No.:              N/A
 Project:             2023 PEARL CREEK SANITARY SEWER & GATES AVE UTILITY IMPROVEMENTS
 Contract:            N/A

 Application No.:              8                                            Application Period:       From          08/10/24             to               08/30/24                                                                                             Application Date:            09/10/24
      A                                              B                                                 C                D               E                     F                    F1                       F2          G                 H                        I                       J             K             L
                                                                                                                        Contract Information                                            Previous Estimate                   Work Completed                                              Work
                                                                                                                                                                                                                                                                                    Completed and     % of
                                                                                                                                                                                                                Estimated      Value of Work                                        Materials Stored Value of Difference fron Bid
                                                                                                                                                    Value of Bid Item                                           Quantity     Completed to Date   Materials Currently                   to Date        Item         Estimate
   Bid Item                                                                                                                          Unit Price          (C X E)       Quantity Previous    Value Previous   Incorporated in       (E X G)        Stored (not in G)                     (H + I)       (J / F)        (F - J)
     No.                                       Description                                        Item Quantity       Units              ($)               ($)            Estimate             Estimate         the Work             ($)                 ($)                              ($)          (%)            ($)
      45       6" WATERMAIN                                                                               20.00   LF                        100.00            2,000.00              27.00           2,700.00           27.00            2,700.00                                           2,700.00      135%             (700.00)
      46       8" WATERMAIN                                                                              615.00   LF                         70.00          43,050.00              641.00          44,870.00          641.00          44,870.00                                           44,870.00      104%           (1,820.00)
      47       WATERMAIN FITTINGS                                                                        654.00   LB                         13.25            8,665.50             593.00           7,857.25          593.00            7,857.25                                           7,857.25        91%              808.25
      48       WATERMAIN TRACER SYSTEM                                                                     1.00   LS                      2,500.00            2,500.00               1.00           2,500.00            1.00            2,500.00                                           2,500.00      100%                    -
      49       6" NON-METALLIC CONDUIT                                                                   650.00   LF                         57.00          37,050.00              636.00          36,252.00          636.00          36,252.00                                           36,252.00        98%              798.00
      50       ELECTRICAL VAULT MANHOLE                                                                    1.00   EACH                  10,500.00           10,500.00                1.00          10,500.00            1.00          10,500.00                                           10,500.00      100%                    -
     1.01      PAVING MOBILIZATION                                                                         1.00   LS                      1,800.00            1,800.00                  -                  -            1.00            1,800.00                                           1,800.00      100%                    -
     1.02      TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) (SINGLE 3" LIFT)                                156.00   TON                       112.00          17,472.00                   -                  -          171.05          19,157.60                                           19,157.60      110%           (1,685.60)
                                                                                                              -               -                  -                   -                                                                        -                                                    -                             -
                                                                                                                           Original Contract Totals $    1,241,494.22                     $     1,141,708.41             98% $    1,211,380.52 $                    -               $ 1,211,380.52         98% $       30,113.70

                                                                                                                                                          Change Orders
    CO1-1      HAUL & DISPOSE CONCRETE RUBBLE                                                              400.00 C Y                         22.00           8,800.00                   400.00              8,800.00       400.00        8,800.00                                         8,800.00      100%                     -
    CO1-2      IMPORT FILL (REPLACING RUBBLE REMOVAL)                                                      400.00 C Y                         15.00           6,000.00                   400.00              6,000.00       400.00        6,000.00                                         6,000.00      100%                     -
                                                                                                                                                                     -                                                                           -                                                -                               -
                                                                                                                               Change Order Totals $         14,800.00                            $         14,800.00        100% $      14,800.00 $                         -      $     14,800.00      100% $               -

                                                                                                                                               Original Contract and Change Orders
                                                                                                                                     Project Totals $     1,256,294.22                            $    1,156,508.41           98% $    1,226,180.52   $                      -      $ 1,226,180.52        98% $         30,113.70




                                                                                                                                        EJCDC C-620 Contractor's Application for Payment
Unit Price                                                                                                               (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved.                                                                                                                  2 of 2   16
                                                                    AGENDA ITEM NO.
                                                                    VII.B


 Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                          September 10, 2024

SUBMITTED BY:                  Holli Gudknecht, Engineering

ITEM TYPE:                     Engineering

AGENDA SECTION:                ENGINEERING

SUBJECT:                       2025 Street & Utility Improvements

SUGGESTED ACTION:              See Attachments

ATTACHMENTS:
02.1_RCA_2025 Street & Utility Improvements.pdf
02.2_Feasibility Report_2025 Street Utility Improvements_v1-reduced.pdf
02.3_Prelim Assessment Roll_9-5-2024.pdf
Resolution 2024-20 Receiving-Feasibility-Report-Calling-Hearing-on-Improvement.docx




                                                                                      17
                           REQUEST FOR COUNCIL ACTION


 Agenda Item:            Department:           Requested Council Meeting Date:          Submitted By:
                         Engineering                     9/10/2024                      Derek Olinger

TITLE OF ISSUE: 2025 Street & Utility Improvements
BACKGROUND AND SUPPLEMENTAL INFORMATION:
The feasibility report for the 2025 Street and Utility Report is attached for council’s review. Information
within will be summarized in a presentation during the meeting. The report essentially reviews the
project need, recommended improvements, costs, funding, and overall feasibility of the project.

Following presentation of the project information, special assessments should be discussed in detail.
A draft assessment roll is also included in the packet. As has happened in previous projects, the
current assessment policy results in assessment amounts that are likely too high, burdensome on
affected residents, and at risk for assessment appeals. We strongly encourage the council to reduce
assessment rates for this project. Additional information to aid in this decision will be provided at the
meeting

The attached resolution is used for accepting the report and sets the date for a public hearing on the
project at the next city council meeting (October 8, 2024). We will also plan to hold a more informal
neighborhood meeting for residents the week prior to the public hearing (final date TBD). Acceptance
of the feasibility report (as is or with modifications) is needed to move forward with the project.


SOURCE OF FUNDING: Future Project Financing
REQUESTED COUNCIL ACTION:
Requesting Informal Consensus on the following:
   Project Scope and Areas (including alternates)
   Direction on adjustment of assessment rates

Request motion approving Resolution 2024-20


SUPPORTING DOCUMENTS ATTACHED:
  Resolution    Ordinance      Contract                              Minutes                OTHER
   2024-20                                                                                    X




                                                                                                              18
2025 Street & Utility Improvements
Feasibility Report

City of Kenyon
September 2024


                     Submitted by:
                     Bolton & Menk, Inc.
                     2900 43rd Street NW
                     Suite 100
                     Rochester, MN 55901
                     P: 507-208-4332

                                 H:\KENYON_CI_MN\24X134934000\2_Preliminary\C_Reports\134934_PER_v3.docx
                                                                                                           19
Certification


                                                Feasibility Report

                                                          For

                            2025 Street & Utility Improvements Project

                                         City of Kenyon, Minnesota
                                               24X.134934.000

                                                September 2024



PROFESSIONAL ENGINEER
I hereby certify that this plan, specification, or report was
prepared by me or under my direct supervision, and that I
am a duly Licensed Professional Engineer under the laws
of the State of Minnesota.
Signature:
Typed or Printed Name: Derek Olinger
Date:    9/5/2024          License Number: 54287




Prepared by: Bolton & Menk, Inc.                                         Certification
2025 Street & Utility Improvements ǀ 24X.134934.000
                                                                                         20
Table of Contents
I.     PROJECT INTRODUCTION...................................................................................................................... 1
II.    EXISTING CONDITIONS .......................................................................................................................... 1
III.   PROPOSED IMPROVEMENTS ................................................................................................................ 7
IV.    APPROVALS AND PERMITS ................................................................................................................. 10
V.     PROJECT COST ESTIMATE AND FINANCING ........................................................................................ 11
VI.    PROPOSED SCHEDULE ........................................................................................................................ 14
VII.       CONCLUSION AND RECOMMENDATIONS...................................................................................... 15



Tables
Table 1 – Project Location & Scope .............................................................................................................. 1
Table 2 – Existing Street & ROW Widths ...................................................................................................... 2
Table 3 – Existing Sidewalk1 .......................................................................................................................... 4
Table 4 – Project Location & Scope .............................................................................................................. 7
Table 5 – Proposed Surface Improvements .................................................................................................. 8
Table 6 – Project Cost Summary ................................................................................................................. 11
Table 7 – Assessment Policy Summary ....................................................................................................... 12
Table 8 – Assessment Calculation Method1................................................................................................ 12
Table 9 – Lot Frontage Adjustments ........................................................................................................... 12
Table 10 – Assessment Rates ...................................................................................................................... 13
Table 11 – Project Schedule ........................................................................................................................ 14




Appendix
Appendix A:            Figures
Appendix B:            Preliminary Cost Estimates
Appendix C:            Preliminary Assessment Roll (Provided under separate cover)




Prepared by: Bolton & Menk, Inc.                                                                                                    Table of Contents
2025 Street & Utility Improvements ǀ 24X.134934.000
                                                                                                                                                            21
I.     PROJECT INTRODUCTION
       This Feasibility Report considers street and utility improvements at various locations within the
       City of Kenyon, Minnesota. A project location and scope map is illustrated in Figure 1 of Appendix
       A and is also generally described in the table below.
                                        Table 1 – Project Location & Scope
                            Street                     From/To                Scope
                    th
                   8 St                   Red Wing Ave – Forest St
                                                                       Reconstruction
                   Langford Ave           Pine St – Mogren Hill
                   5th Street             Spring St to Bullis St       Reconstruction1
                   2nd St                 Slee St – Mantorville Rd     Water Replacement
                                           th         th
                   Forest St              8 St – 6 St                  Mill & Overlay1
                   Forest St              8th St – 3rd St
                   Spring St              2nd St – 1st St
                                                                     Sanitary Lining
                 Pearl Creek Main 2nd St – Pearl Creek
                 Pine St              Alley – Pearl Creek
       Notes: 1. Project currently planned as alternate work, to be completed as funding allows.

       In accordance with Minnesota Statutes, Chapter 429, the City Council has authorized the
       preparation of a Preliminary Engineering Report to define the scope and determine the feasibility
       of the proposed project. The specific objectives of this Preliminary Engineering Report are to:

              Evaluate the need for the project.
              Determine the necessary improvements.
              Provide information on the estimated costs for the proposed project.
              Determine the project schedule.
              Determine the feasibility of the proposed project.
       Additional information can be found in the following sections.


II.    EXISTING CONDITIONS
       Existing conditions maps illustrating surfaces and underground utilities and storm sewer are
       provided in Figure 2-4 of Appendix A.




Prepared by: Bolton & Menk, Inc.                                                         PROJECT INTRODUCTION
2025 Street & Utility Improvements ǀ 24X.134934.000                                                     Page 1
                                                                                                                 22
                Street and Surface
                Existing streets or other segments within the project area are described in the table below.
                                        Table 2 – Existing Street & ROW Widths
                                                 Section        Street         R.O.W.         Conditional
       Street                From/To
                                                  Type1                Width (Ft)          Pavement Rating2
 8th St               Red Wing – Forest           Urban          36                 66              4
 Langford Ave         Pine – Mogren Hill          Rural         ~22-30              70             2-3
 5th Street           Spring St to Bullis St      Urban          ~20                40              2
  nd
 2 St                 Slee St – Mantorville       Urban          28            Varies             N/A3
 Forest St            8th St – 6th St             Urban           35                66             5-6
                       th       rd
 Forest St            6 St – 3 St                 Urban         35-36               66             6-7
 Spring St            2nd St – 1st St             Urban                                             5
                       nd                                   4
 Pearl Cr Main        2 St – Pearl Creek              N/A         -                 -               -
 Pine St              Alley – Pearl Creek             N/A4        -                 -               -
Notes:          1. Rural Section = No Curb & Gutter, Urban Section = Curb & Gutter
                2. Reference 2022 Infrastructure Management Plan (2020 Ratings)
                    a. Rating 1-4 = Poor, generally requiring full replacement/reconstruction
                    b. Rating 4-6 = Moderate, generally requiring rehab, patching and overlays
                    c. Rating 7-10 = Good, generally requiring preventative maintenance
                3. County Rd 12 – Goodhue County street pavement
                4. Project area in unpaved road or outside of road
                As described above, pavement conditions within 8th St, Langford Ave and 5th Street have
                deteriorated significantly, exhibiting fatigue, alligator cracking and potholing. The lack of
                proper curb and gutter within both Langford Ave and 5 th Street result in additional
                maintenance from public works to maintain roadside conditions for adequate drainage.




                                        Exhibit 1 – Street Condition, 8th Street

Prepared by: Bolton & Menk, Inc.                                                              EXISTING CONDITIONS
2025 Street & Utility Improvements ǀ 24X.134934.000                                                        Page 2
                                                                                                                    23
                                    Exhibit 2 – Street Condition, Langford Ave




                               Exhibit 3 – Street Condition, 5th Street (Alternate)

              8th Street, Langford Ave and 5th Street have deteriorated to a point where structural failures
              are beginning to occur.
              Pavements within the south end of Forest Street (8th St to 6th St) contain large amounts of
              deep surface raveling. This raveling condition is a typical defect of pavement materials and
              construction methods of the mid-2000s and affects the exposed pavement surface only. This
              issue can be addressed by overlaying the surface with new asphalt pavement.



Prepared by: Bolton & Menk, Inc.                                                          EXISTING CONDITIONS
2025 Street & Utility Improvements ǀ 24X.134934.000                                                    Page 3
                                                                                                                24
                               Exhibit 4 – Street Condition, Forest St (Alternate 2)

                 Other pavements or other surfacing within Forest Street (6 th St to 3rd St), Spring Street and
                 Pine St were not evaluated in detail, as surface improvements in those areas are outside of
                 the current project scope. Additional details related to these areas can be found in the City’s
                 Infrastructure Management Plan.


                 Sidewalk
                 Sidewalk characteristics are described in the following tables:
                                            Table 3 – Existing Sidewalk1
                                                        Sides of
                  Street            From/To                                 Deficiencies/Issues
                                                         Street
          8th St              Red Wing – Forest          Neither      N/A
          Langford Ave        Pine – Mogren Hill         Neither     Inadequate ROW Width
            th
          5 Street            Spring St to Bullis St     Neither     Vital Route to K-W School Site
            Notes:           1. Only included streets planned for reconstruction work.
                 The primary pedestrian route issue within the project area appears to be the lack of a
                 proper off-street connection along 5th Street, leading up to the Kenyon-Wanamingo School
                 site.
                 Storm Sewer & Drainage
                 Storm sewer and drainage conditions was only evaluated in planned reconstruction areas.
                 There is no underground storm sewer system within 8th Street. The existing topography of
                 this segment does not warrant any additional drainage improvements.
                 Drainage within Langford Avenue is conveyed entirely overland along the edge of the
                 asphalt pavement, toward existing underground storm sewer at Mogren Hill. The absence of

Prepared by: Bolton & Menk, Inc.                                                             EXISTING CONDITIONS
2025 Street & Utility Improvements ǀ 24X.134934.000                                                       Page 4
                                                                                                                   25
              underground conveyance and paved gutters causes erosion at the edge of the road,
              damaging pavements.
              Drainage within 5th street is conveyed with an asphalt curb and two small surface inlets,
              midblock and outside of the paved surface. Asphalt curbs are notoriously difficult to
              maintain because they are easily damaged during winter plowing. The existing inlets are also
              undersized and improperly designed for pavement drainage.
              Sanitary Sewer
              In general, many sanitary sewers throughout Kenyon are older clay pipes which are
              susceptible to groundwater infiltration and other performance issues. Over the past several
              years, average and instantaneous flows at the city’s wastewater treatment facility have
              exceeded system capacity during wet weather or high groundwater events. To address this,
              the City Council has prioritized sanitary sewer improvements when planning infrastructure
              improvements. Additional detail regarding sanitary sewers within the project limits are
              provided below
              Existing mains within 8th Street, Forest Street, Pine Street, Spring Street and lines near Pearl
              Creek are comprised of 8-inch diameter clay mains and services and block or brick manhole
              structures. Mains were televised in 2022 and 2024 and nearly all segments showed evidence
              of groundwater intrusion through pipe joints.
              Almost all segments of pipe within Forest Street, 8 th Street, and Spring Street exhibit
              fracturing near pipe joints. Tree roots appear to be a major issue in this area and can be
              seen within most segments. In addition to flow blockage, roots damage pipe joints and allow
              groundwater to infiltrate into the sewer. Several small holes and deformations in pipe were
              also observed.
              The overall condition of the mains observed can be characterized as moderately poor in
              general, and very poor in localized segments.
              No sanitary mains exist within the project areas of Landford Ave or 5 th Street. There is an
              older sanitary main within 2nd Street with issues similar to those noted above. In addition,
              this main is known to have sags and/or inadequate slopes for proper conveyance of flow.
              Since these types of issues can only be addressed through excavation and replacement, and
              the county is not planning a major grading project within 2 nd Street (CSAH 12), the 2nd Street
              sanitary main left out of the project scope and was not investigated any further.
              Although sanitary services were not televised individually as part of the investigative work,
              service connections are typically found to be in similar or worse condition than the mainline
              pipe.
              The existing sanitary sewer system is illustrated on the Existing Conditions Map, Figures 2-4
              of Appendix A.
              A few images from the sanitary sewer televising are included in the following Exhibits




Prepared by: Bolton & Menk, Inc.                                                           EXISTING CONDITIONS
2025 Street & Utility Improvements ǀ 24X.134934.000                                                     Page 5
                                                                                                                 26
                        Exhibit 4 – Deteriorated Pipe with Missing Bottom (Spring St)




                         Exhibit 5 – Damaged/Protruding Service Connection (8th St)

              Watermain
              The existing water distribution system within the project is summarized in the following
              table




Prepared by: Bolton & Menk, Inc.                                                        EXISTING CONDITIONS
2025 Street & Utility Improvements ǀ 24X.134934.000                                                  Page 6
                                                                                                              27
                                        Table 4 – Project Location & Scope
                                                                     Main Size     Pipe Material1
                     Street                  From/To
                                                                      (Diam)
            8th St                  Red Wing Ave – Forest St            6”                 DIP
            Langford Ave            Pine St – Mogren Hill               6”              CIP & DIP
            5th Street              Spring St to Bullis St              6”                 DIP
             nd
            2 St                    Slee St – Mantorville Rd            6”                 CIP
            Forest St2              8th St – 6th St                   4” – 6”              CIP
                        2            th       rd
            Forest St               8 St – 3 St                         4”                 CIP
            Spring St2              2nd St – 1st St                     4”                 CIP
                                     nd
            Pearl Creek Main        2 St – Pearl Creek                           None
            Pine St                  Alley – Pearl Creek                        None
              Notes:          1. DIP = Ductile Iron Pipe; CIP = Cast Iron Pipe
                              2. Watermain segment is currently outside project scope

              Watermains within the scope consist of 4” to 6” diameter ductile iron or cast iron mains.
              Areas near the south end of the town (near 8 th Street) tend to exhibit corrosive soils which
              has lead to premature breaks in mains. Cast iron watermain is commonly susceptible to
              excessive corrosion, which can result in more frequent watermain breaks, pinhole leaks, and
              limited hydraulic conductivity (which limits flow available for fire protection).
              As the city continues to grow to the north and east, mains within the project area have been
              identified for upsizing to increased fire flow capacity for both new and existing development
              on the far reaches of the water system. The existing 6” piping is not capable of conveying
              this flow condition.
              The Environmental Protection Agency (EPA) and Minnesota Department of Health (MDH)
              have recently changed the requirements for continued use of galvanized steel and lead
              water service line piping. In the future, replacement of these lines may be required.
              As we currently understand, one property within 8 th Street contains a galvanized steel
              service line. Additional lead or galvanized lines may be in place and found during
              construction. The entirety of lead or galvanized lines should be considered for replacement
              to reduce the risk for potential lead exposure in drinking water though these private service
              lines.
              The existing water distribution system is shown on the Existing Utilities Map, Figures 2-4 of
              Appendix A.
              Other Utilities
              Other non-municipal owned utilities are present in the rights-of-way. These include natural
              gas, electric, and telecommunication.


III. PROPOSED IMPROVEMENTS
       The following sections contain short descriptions of the proposed surface and utility
       improvements. The proposed improvements are illustrated on Figures 5-9 of Appendix A.


Prepared by: Bolton & Menk, Inc.                                                        PROPOSED IMPROVEMENTS
2025 Street & Utility Improvements ǀ 24X.134934.000                                                     Page 7
                                                                                                                 28
              Street and Surface
              Surface improvements will be completed in general accordance with the following table:
                                   Table 5 – Proposed Surface Improvements
                                                                         Street
              Street               From/To            Paving Scope                        Section Type
                                                                        Width (Ft)
                                                         Asphalt
         8th St             Red Wing – Forest                              36                Urban
                                                      Reconstruction
                                                         Asphalt
         Langford Ave       Pine – Mogren Hill                            25-30              Urban
                                                      Reconstruction
                                                         Asphalt
         5th Street         Spring St to Bullis St                         25                Urban
                                                      Reconstruction
         2nd St             Slee St – Mantorville                   Patching as needed
         Forest St          8th St – 6th St            Patching as needed, Alternate Mill & Overlay
                             th       rd
         Forest St          6 St – 3 St                              Patching as needed
         Spring St          2nd St – 1st St                          Patching as needed
                             nd
         Pearl Cr Main      2 St – Pearl Creek                             None
         Pine St            Alley – Pearl Creek                      Patching as needed
              Notes:        1. Rural Section = No Curb & Gutter, Urban Section = Curb & Gutter
              In general, streets which are being reconstructed will be replaced at the same general width
              as existing conditions, provided that both Langford Avenue and 5 th Street meet a minimum
              width of 25 feet.
              The proposed 36-foot width of 8th street meets the city standard width to allow for two 10-
              foot travel lanes and to 8-foot parking lanes. Within reconstruction areas, the existing
              pavement, base aggregate and subgrade soils will be modified and replaced with a new
              section of materials to hold the projected traffic and vehicle types anticipated for each
              street. Reconstructed streets will receive concrete curb and gutter on both sides of the
              street. Existing driveways will be tied into the new street surface with a new concrete apron,
              as needed to provide acceptable slopes and drainage.
              Subsurface drain piping is proposed along the back of the curb lines on each street planned
              for full reconstruction. The drainage system will consist of perforated plastic piping which is
              capable of conveying water out of the pavement section and subgrade soils, and into
              adjacent storm sewers and drainage ditches. This will help keep the underlying soils stable
              and help to preserve the life of the street. Individual service lines from the subdrain will be
              extended to most properties situated up gradient from the street subdrain to the property
              line. This service line will allow property owners to discharge sump pump lines or other
              subsurface drainage systems to an underground line. The underground connection
              encourages legal sump pump and foundation drain connections, which in turn helps to
              reduce the volume of unwanted clear water inflow to the sanitary sewer system.
              Some alternate paving work is proposed within Forest Street (8 th Street to 6th Street). This
              alternate work is intended to address the surface raveling issues in this area, given a full
              reconstruction of this area (which would address all surface and utility needs) is not
              financially possible in the foreseeable future. Work will generally include milling the top 2
              inches of pavement and replacing it with 2 inches of new asphalt.


Prepared by: Bolton & Menk, Inc.                                                      PROPOSED IMPROVEMENTS
2025 Street & Utility Improvements ǀ 24X.134934.000                                                   Page 8
                                                                                                                29
              In other areas, pavement will be removed and replaced in kind and as needed to
              accommodate various small excavations needed to access underlying utility lines.
              Any turf which is disturbed by grading or utility work will be reestablished once said work is
              complete.
              Sidewalk
              A new 5- to 6-foot wide concrete sidewalk adjacent to 5 th Street, as well as a short link on
              Spring Street (see Figure 7). Pedestrian sidewalk ramps would also be constructed to bring
              these routes into compliance with ADA requirements. This sidewalk is alternate work. The
              construction of sidewalk through this area will complete a vital off-street pedestrian
              connection between the K-W school site and central Kenyon.
              No additional sidewalks are currently proposed within the other reconstruction corridors. If
              desired, Langford Avenue walk would require the acquisition of additional right-of-way.
              Although 8th Street likely contains the necessary right-of-way width, sidewalk was left out
              due to the lack of other pedestrian connections from both Red Wing Avenue and Forest
              Street.
              Storm Sewer & Drainage
              There is no storm sewer within 8th Street and no additional storm sewer or inlets are
              warranted.
              Drainage improvements within Langford Avenue include the extension of additional storm
              sewer pipe and inlets. Conveyance of stormwater through the new underground system will
              protect the pavement and will address nuisance ponding and icing issues in this area.
              Within 5th Street alternate reconstruction work, the existing storm sewer would be modified
              as necessary
              Sanitary Sewer
              The existing sanitary sewer main within 8th Street will be replaced with new, water-tight, 8-
              inch diameter PVC mains and reinforced concrete manhole structures. Private service lines
              adjacent to this area will also be replaced with new 6-inch diameter PVC service pipe
              between the main and right-of-way line.
              There are no sanitary mains within Langford Avenue, nor 5 th Street, so those reconstructions
              do not include any sanitary sewer improvements.
              Sewer improvements within Forest Street, Pearl Creek, Pine Street and Spring Street consist
              of mostly 8-inch clay pipe in poor condition, but are generally suitable for cured-in-place-
              pipe (CIPP) lining. Prior to lining, a few localized segments of pipe will be excavated and
              repaired to address severe sags or offsets. Once complete, the liner is pulled through the
              existing main, inflated tight to the pipe interior, and hardened to form a permanent,
              watertight sleeve inside the older pipe. Poor service connections are a common defect
              amongst the sewer mains within the project area. All service connections within the new
              liner will be opened and sealed with grout to prevent the continued infiltration of
              groundwater at these joints. Within the lining area, manhole interiors will be coated with a
              spray-on liner which will hinder future deterioration and groundwater intrusion.
              Watermain
              Within 8th Street and 5th Street (Alternate work), existing watermains will be replaced with
              new 8-inch diameter watermains, fittings, valves and hydrants in accordance with current

Prepared by: Bolton & Menk, Inc.                                                     PROPOSED IMPROVEMENTS
2025 Street & Utility Improvements ǀ 24X.134934.000                                                  Page 9
                                                                                                               30
              standards. Oversized 10” diameter watermains will be used to replace watermains within
              Landford Avenue and 2nd Street. The oversizing is intended to provide additional fire flows
              for newer developments on the north and east ends of town.
              Where private services exist, lines will be replaced with new shut-off valves and 1” service
              pipe between the main and right-of-way line. Where existing service lines are known or
              found to be lead or galvanized material, we recommend that pipes be replaced completely,
              up to the water meter inside the building in order to prevent potential lead exposure which
              is possible when completing partial connections of these service pipes. Any work within 5
              feet of the building will require installation from a licensed plumber and may also require
              replacement or repairs of basement floors or foundations to accommodate the new pipe
              into the building.
              Other Utilities
              The design of the proposed improvements will be coordinated with the owners of other
              utilities such as natural gas, electric, and communications. A design coordination meeting
              will be held with all private utility companies to identify those utilities that are in conflict
              with the proposed improvements. Private utility companies will be requested to submit
              proposed designs and construction schedules for any relocation. The construction schedule
              for the proposed improvements will be coordinated with the utility relocation schedule to
              avoid unnecessary delays.
              Right-of-Way and Easements
              In general, improvements will be designed to limit construction to the public right of way or
              public easements. In some cases, such as lead service line replacement beyond the right-of-
              way, construction access agreements or temporary construction easements may be
              required to allow the contractor to work on private property.
              It should be noted that the Langford Avenue (Mart Street to Mogren Hill) does not appear to
              have sufficient right-of-way or easement width to accommodate the entire roadway and
              supporting infrastructure. As such, some public improvements will be on private property.
              We recommend the City coordinate with its Engineer and Attorney to evaluate the potential
              need to acquire additional right-of-way through this area.


IV. APPROVALS AND PERMITS
       Permits are required from various agencies for the construction of the project. They include the
       following:
                    Minnesota Pollution Control Agency (MPCA) General Construction Storm Water
                     Permit
                    Minnesota Department of Health (MDH) Plan Review for watermain construction
                    Goodhue County Utility Permit for all city utilities within CSAH 12 ROW
                    Minnesota Department of Transportation (MnDOT) Utility & Misc Work Permits for
                     any work within TH 56 or TH 60 ROW




Prepared by: Bolton & Menk, Inc.                                                        APPROVALS AND PERMITS
2025 Street & Utility Improvements ǀ 24X.134934.000                                                    Page 10
                                                                                                                 31
    V.     PROJECT COST ESTIMATE AND FINANCING
                  Cost Estimates
           The estimated project costs are summarized in the following table.

                                              Table 6 – Project Cost Summary
                                                            Total Estimated Cost
   Project
                                                           Sanitary                          Storm
 Component            Street & Site         Sidewalk                      Watermain
                                                            Sewer                            Sewer            Total
8th St Reconst           $499,254.60                      $123,350.00     $213,389.97                       $835,994.57
 Langford Ave
    Reconst              $637,852.00                                      $268,463.15     $229,130.00 $1,135,445.15
5th St Reconst
  (Alternate)            $327,339.00 $47,730.00                            $85,877.78       $37,780.00      $498,726.78
 2nd St Water
 Replacement                                                              $450,985.90                       $450,985.90
Forest St M&O
  (Alternate)              $82,875.00                                                                        $82,875.00
Sanitary Sewer
     Lining                                               $654,082.50                                       $654,082.50

          Total        $1,547,320.60 $47,730.00           $777,432.50 $1,018,716.80 $266,910.00 $3,658,109.90


                  The total estimated cost of completing the base project area and the two alternate areas is
                  approximately $3.658 million. Costs without alternates total $3.077 million. Detailed cost
                  estimates are included in Appendix B.
                  These cost estimates are based on public construction cost information from other recent
                  projects which are similar in scope. Since the cost estimates are dependent on the cost of
                  labor, materials, competitive bidding process, weather conditions, and other factors, all cost
                  estimates are opinions for general information and no warranty or guarantee as to the
                  accuracy of construction cost is made. Therefore, financing for this project should be based
                  upon actual competitive bid prices with reasonable contingencies.
                  Funding
                  Funding for the proposed improvement is proposed to come from existing capital and the
                  sale of bonds, to be repaid through special assessments, City enterprise funds, reserve funds
                  and/or tax levy. Additional details on assessments are included in the following section.




    Prepared by: Bolton & Menk, Inc.                                           PROJECT COST ESTIMATE AND FINANCING
    2025 Street & Utility Improvements ǀ 24X.134934.000                                                     Page 11
                                                                                                                          32
                Assessments
                The following table contains a summary of the City’s Assessment Policy (Administrative
                Policy #21) and past practice:

                                        Table 7 – Assessment Policy Summary
                          Project Component                                    % Assessable          % City Cost
        Street & Site Reconstruction1                                              50%                  50%
        Street Overlay2                                                            0%                  100%
        Sidewalk                                                                   50%                  50%
        Storm Sewer                                                                0%                  100%
        Watermain (Reconstruction)                                                 0%                  100%
        Sanitary Sewer Main (Reconstruction or Rehab)                              0%                  100%
        Sanitary and Water Services                                               100%                   0%
       Notes:       1. Includes sidewalk, driveway approaches, drain tile and sump connections, and other miscellaneous costs
                       associated with reconstruction projects.
                    2) Assessment policy allows for assessment of asphalt overlays; however, this type of work has not been
                       assessed on similar scoped projects over the past 10+ years.

       The following table summarizes the calculation methods used for the various assessment
       calculations:

                                     Table 8 – Assessment Calculation Method1
                                                                       Basis of Assessment
                            Project Component1
                                                                   Front Foot      Per Connection
                    Street & Site                                      X
                    Sidewalk                                           X
                    Sanitary and Water Services                                          X

       Additional details relating to adjustments to front footage are summarized in the table below:

                                         Table 9 – Lot Frontage Adjustments
         Project Component                                     Assessable (Adjusted) Frontage =
    Lots with Multiple Frontages
                                             100% of front footage, 20% of rear & side footage
    (Residential)
    Lots with Multiple Frontages
                                             100% of front footage, 50% of rear & side footage
    (Non-Residential)
    Minimum/Maximum Frontage                 50’ Min / 150’ Max (Residential), 300’ Max (Non-Residential)
    Rectangular Lots                         (Area of lot (sq ft) / 1500) x 50

       For the purposes of this project, frontage adjustments must also take into consideration the
       possibility of a future lot subdivision. Additional adjustments may apply and are listed in the
       referenced assessment policy.




Prepared by: Bolton & Menk, Inc.                                                    PROJECT COST ESTIMATE AND FINANCING
2025 Street & Utility Improvements ǀ 24X.134934.000                                                              Page 12
                                                                                                                                33
       A summary of the assessment rates (calculated in direct accordance with the City Assessment
       Policy) is provided in the table below.

                                           Table 10 – Assessment Rates
          Project                                           Assessment Rate
       Component                  8th St          Langford Ave 5th St (Alternate)    2nd Ave
     Street & Site               255.44              204.40          176.69                      Per Ft
     Sidewalk                                                         25.76                      Per Ft
     Water Service                                       $3,143.27                               Per Lot
     Sanitary Service                                    $3,768.33                               Per Lot


       Please note that during previous years/projects, the city council has opted to reduce assessment
       rates from the policy in order to ensure that the assessments do not cause an excessive burden
       and would likely pass the “special benefit test”. The special benefit test requires that the dollar
       value assessed cannot exceed the increase in a property’s value from the improvement. When
       reviewing this report, council should consider committing to a lower assessment rate for street
       and site improvements. Such commitment will allow for more productive discussions at upcoming
       meetings and public hearings. While the commitment will be used for notices, assessments and
       the associated rates will not be formally approved by council until after the project is designed
       and bid.
       A copy of the preliminary assessment roll, containing estimated assessments for individual
       properties, will be provide under separate cover. Please note that all assessments should be
       considered preliminary at this time and are subject to change up until the final assessment
       hearing. The final assessment hearing is tentatively scheduled for spring of 2025, after bids are
       received.




Prepared by: Bolton & Menk, Inc.                                           PROJECT COST ESTIMATE AND FINANCING
2025 Street & Utility Improvements ǀ 24X.134934.000                                                     Page 13
                                                                                                                  34
VI. PROPOSED SCHEDULE
       A tentative project schedule is provided below and is based on 2025 construction.
                                      Table 11 – Project Schedule
 Resolution Ordering Preparation of the Feasibility Report                             5/14/2024
 Prepare Feasibility Report                                                        June – Aug 2024
 Resolution Receiving Report and Calling for Hearing on Improvement                    9/10/2024
 Published Notice of Hearing on Improvement (2x in newspaper, last at                  9/26/2024
 least 3 days prior)                                                                   10/3/2024
 Mailed Notice of Hearing on Improvement (10 days prior)                               9/27/2024
 Neighborhood Informational Meeting                                              Week of 9/30/2024
 Hold Public Improvement Hearing                                                       10/8/2024
 Resolution Ordering Improvement and Preparation of Plans and Specs                    10/8/2024
 Prepare Plans and Specifications                                                Oct 2024 – Mar 2025
 Neighborhood Informational Meeting #2                                               Jan/Feb 2025
 Resolution Approving Plans and Specs and Ordering Ad for Bids                         Mar 2025
 Advertise & Open Bids (By County)
 Prepare Assessment Roll
 Resolution Declaring Cost to be Assessed and Ordering Preparation of                  Apr 2025
 Proposed Assessment
 Resolution for Hearing on Proposed Assessment
 Publish Notice of Hearing on Proposed Assessment (1x, two weeks prior)
 Mailed Notice of Hearing on Proposed Assessment (two weeks prior)
 Neighborhood Informational Meeting #3 (prior to public hearing)
                                                                                      May 2025
 Hold Public Assessment Hearing
 Resolution Adopting Assessment
 Cooperative Agreement w/ Goodhue County
 Begin Construction                                                                 May/June 2025
 Substantial Completion of Construction                                                 Fall 2025
 Final Completion of Construction                                                 Early Summer 2026


       Changes to this schedule will likely occur. We will keep the city posted on any major changes as
       the project develops.




Prepared by: Bolton & Menk, Inc.                                                        PROPOSED SCHEDULE
2025 Street & Utility Improvements ǀ 24X.134934.000                                                Page 14
                                                                                                             35
VII. CONCLUSION AND RECOMMENDATIONS
       The existing streets and utilities within the project area are deteriorated and in need of attention.
       Without replacement or rehabilitation as discussed herein, maintenance costs will continue to rise
       and the infrastructure will ultimately fail. From an engineering standpoint, this project is feasible,
       cost effective, necessary, and can be best accomplished by letting competitive bids for the work.
       We recommend that the Council accept this report and call for a hearing on the proposed
       improvements. Prior to calling for the assessment hearing, the Council should provide direction
       on the following:
            Confirmation on whether or not to proceed with Alternate work
            Consider adjusting assessment rates
       Decisions on these matters will affect the required mailings for the upcoming public hearing.




Prepared by: Bolton & Menk, Inc.                                          CONCLUSION AND RECOMMENDATIONS
2025 Street & Utility Improvements ǀ 24X.134934.000                                               Page 15
                                                                                                                36
Appendix A:   Figures




                        37
                                                                                          2025 Street & Utility Improvements                                                                                                                                                                                                                                                                           Figure 1: Project Location Map
                                                                                          City of Kenyon, MN                                                                                                                                                                                                                                                                                                                      August 2024              R




                                                                                                                                                                                                            ALTERNATE AREA                                                              BULLIS STREET

                                                                                                                                                                          BULLIS STREET


                                                                                                                                                                                                                                                 5TH STREET
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                                                                                                               SOUTHERN                                                                                                           WANA OOL
                                                                                                               CITY LIMITS                                                                                                          SC H

                                                                                                                                                                                                  SPRING STREET                                                                         SPRING STREET                                                        SPRING STREET


                                                                                                                                                                                     7TH STREET                   6TH STREET                                  5TH STREET   4TH STREET
                                                                                                                                 ALTERNATE AREA


                                                                                                                                                                                                                               FOREST STREET                                                                                                 FOREST STREET




                                                                                                                                                                                                                                                                                                                      2ND STREET / TH 60
                                                                                                                                     9TH STREET              8TH STREET                                                                                                                                                                                1ST STREET                   FRONT STREET
                                                                                                                                                                                                                                       ALLEY




                                                                                                                                                                                                                                  RED WING AVENUE                                                                                             TH 60 / 56



                                                                                                                                                                                                                                                                                                                                                                                                           MART STREET
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                                                                                                                                                                                                                                                                                                                                                                      PINE STREET
                                                                                                                      MOBIL RK                                                                                                                                                GROUND WATER
                                                                                                                        M E P A                                                                                                                                                STORAGE TANK                                                CITY HALL
                                                                                                                     HO

                                                                                                                                                                                          WATER TOWER




H:\KENYON_CI_MN\24X134934000\CAD\C3D\FIGR-134934-Project Location Map.dwg 9/5/2024 10:18:46 PM
                                                                                                                                                                                                                                                                                             LAWN STREET                                     LANGFORD AVENUE



                                                                                                 10TH STREET                                                                                                                                                                   HOME STREET
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                                                                                                                                                                                                                                                                                                                             2ND STREET
                                                                                                                                     LEGEND
                                                                                                                                            FULL RECONSTRUCTION
                                                                                                                                            MILL & OVERLAY (PAVEMENT)

                                                                                                                                            SANITARY SEWER LINING
                                                                                                                                            WATERMAIN REPLACEMENT
                                                                                                                                            APPROXIMATE PARCEL LINE



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                                                                                             2025 Street & Utility Improvements                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Figure 2: Existing Conditions Map
                                                                                             City of Kenyon, Minnesota                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  August 2024                                                            R




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  18" RCP
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    8" VCP SAN
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                                                                                                                                                                                                                                                                                                                                                                     l
                                                                                                                                                                                                                                                                                                                                                                                                                                                         15" RCP               >                                                                                                                                                                                    l                         l
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                l                                                                                               l

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                                                                                                            >>             >>                                                                                                                                                          >                                           >                    >                                >                    >                                     >                      >                                                        >                   >                    >                 >                    >
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        >                         >


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       8" CIP WM
                                                                                                                                                                     >>                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 >                           >                                                                                                                                                                                                                                        >                        >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               l
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    > >> >> >
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                                                                                                                                                                 >
                                                                                                                                                                                >
                                                                                                                                                                                                                                                                                                       >                                                                                                                                                                                                                                            l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 >                                                                                                        l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            39
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              l
                                                                                             2025 Street & Utility Improvements                                                                                                                                                                                                                                                                                 Figure 3: Existing Conditions Map
                                                                                             City of Kenyon, Minnesota                                                                                                                                                                                                                                                                                                                                                                          August 2024                                               R




                                                                                                                                                                                                                                                                                                                                                                                                                l
                                                                                                                                                                                                                                                                                                                                                                                        >>        l
                                                                                                                                        >>                                                                                                                                                                                                                                              l
                                                                                                                                                                                                                                                                                                                                                                           l
                                                                                                                                                       l                                                                                                                                                                                                       l
                                                                                                                                                                                                                                                                                                                                                   l
                                                                                                                                                                                                                                                                                                                                          l                                                 >>
                                                                                                                                                                                                                                                                                                                                l
                                                                                                                                                                                                                                                                                                                        l
                                                                                                                                                                                                               ET
                                                                                                                                        >>

                                                                                                                                                                                                    SLEE STREl
                                                                                                                                                                                                                                                                                                                l
                                                                                                                                                                                                                                                6" CIP WM
                                                                                                                                                       l
                                                                                                                                                                                                                          l        l        l       l                                               l
                                                                                                                                                                                                                                                        l   l   l           l           l
                                                                                                                                                                                                              l                                                                                                                                                                              >>
                                                                                                                                                                      l

                                                                                                                                                                                                                                                                                                                                                                                        PINE
                                                                                                                                        >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  >
                                                                                                                                                       l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  >
                                                                                                                                                                                                                                                                                                                                                                                                 T
                                                                                                                                                                                                                                                                                                                                                                                            >>

                                                                                                                                                                                                                                                                                                                                                                                            STREE
                                                                                                                                                           >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           >
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            >
                                                                                                                                                   l

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    P SAN
                                                                                                                                                           >                                                                                                                                                                                                                                                                                                                                                                                                                   >
                                                                                                                                                                                                                                                                                                                                                                                                                                                            8" VC           >
                                                                                                                                                                                                                                                                                                                                                                                                      >>
                                                                                                                                                   l                                                                                                                                                                                                                                                                                                          >
                                                                                                                                        >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                   >
                                                                                                                                                           >                                                                                                                                                                                                                                                                       >                                                                                                                                             >
                                                                                                                                                                                                                                                                                                                                                                                                                    >

                                                                                                                                            6" DIP WM
                                                                                                                                                  l                                                                                                                                                                                                                                                    >>
                                                                                                                                                                                                                                                                                                                                                                                             >
                                                                                                                                                                                                                                                                                                                                                                                 >
                                                                                                                                                                                                                                                                                                                                                                       >
                                                                                                                                      >>                   >                                                                                                                                                                                                                                                                                                                                                                                                                          >




                                                                                                                                                                            2ND STREET (COUNTY 12 BLVD)
                                                                                                                                                                                                                                                                                                                                                                                                       >
                                                                                                                                                  l                                                                                                                                                                                                        >                                          >>
                                                                                                                                                                                                                                                                                                                                           >
                                                                                                                                                                                                                                                                                                                                    > 8" VCP SAN
                                                                                                                                                           >                                                                                                                                                            >                                                                                  >
                                                                                                                                      >>
                                                                                                                                                                                                                                                                                                >           >
                                                                                                                                                                                                                                                                        >           >

                                                                                                                                                                                                                                                                                                                                                                                                                 P SAN
                                                                                                                                                 l
                                                                                                                                                                                                                                                                                        8" UNK SAN                                                                                                     >>


                                                                                                                                                                                                                                                                                                                                                                                                            8" VC >
                                                                                                                                                           >
                                                                                                                                  >>             l
                                                                                                                                                                                                                                                                                                                                                                                                           >>

                                                                                                                            30" RCP

                                                                                                                                                               8" VCP SAN
                                                                                                                                                            >                                                                                                                                                                                                                                                           >
                                                                                                                                 >>
                                                                                                                                                  l
                                                                                                                                                                                                                                                                                                                                                                                                            >>
                                                                                                                                                                                                                                                                                                                                                                                                                            >


                                                                                                                                           6" CIP WM
                                                                                                                                                            >
                                                                                                                                                  l
                                                                                                                              >>
                                                                                                                                                                                                                                                                                                                                                                                                                >>            >
                                                                                                                                                  l         >



                                                                                                                                                                                                                                                                                                                                                                                                                              TR
                                                                                                                                                                                                                                                                                                                                                                                                                        18" S
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                                                                                                                                                                                                                                                                                                                                                                                                                                        >
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                                                                                                                                                                                                 >>                                                                                                                                                                                                                                         8">V
                                                                                                                                 >>
                                                                                                                                                  l

                                                                                                                                                                                                                                                                                                                                                                                                                                                       AN
                                                                                                                                                                                                                                                                                                                                                                                                                             >>

                                                                                                                                                                                                                                                                                                                                                                                                                                                   CP S >




H:\KENYON_CI_MN\24X134934000\CAD\C3D\FIGR-134934-Existing Conditions Map.dwg 8/20/2024 6:14:08 PM
                                                                                                                                                           >
                                                                                                                                                                     >>
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                                                                                                                                                                                                                                                                                                                                                                                                                                        21" STRM
                                                                                                                                                        >
                                                                                                                                                                                                                                                                                                                                                                                                                                   >>                                                   >
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                                                                                                                                                                                                                                                                                                                                                                                                                                       >>              >
                                                                                                                                                                                                                                                                                                                                                                                                                                       >
                                                                                                                                                                      24" RCP
                                                                                                                                                  l
                                                                                                                                                                 >>                                                                                                                                                                                                                                                     >                                                                                                                                     R




                                                                                                                                                                                                                                                                                                                                                                                             N         >
                                                                                                                                                                                                                                                                                                                                                                                     P SA
                                                                                                                                                                                                                                                                                                                                                                                8" VC
                                                                                                                                                        >
                                                                                                                                                  l                                                                                                                                                                                                                                     >                                                  >>
                                                                                                                                                                              >                           >                       8" VCP SAN                                                                                                                                   >
                                                                                                                                                                                                                  >   >
                                                                                                                                                                 >>                                                           >         >       >       >   >                                       8" VCP SAN                                                     >                                                                                                                                                                             0                    50         100
                                                                                                                                                                                                                                                                    >           >
                                                                                                                                                        >                                                                                                                                   >           >           >       >
                                                                                                                                                                                                                                                                                                                                                       >                                                                                                                                                                              HORZ.
                                                                                                                                                  l                                                                                                                                                                                   >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SCALE                         FEET
                                                                                                                                                                 >>
                                                                                                                                                  l     >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         LEGEND
                                                                                                                                                  l     >        >>                                                                                                                                                                                                                                                                                                                                  (SERVICE)               (HYDRANT)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        l         l                  EXISTING WATERMAIN

                                                                                                                                           6" CIP WM
                                                                                                                                                        8" VCP SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         (MH)                    (SERVICE)
                                                                                                                                                  l                                                                                                                                                                                                                                                                                                                                                          S       >            >                  EXISTING SANITARY SEWER
                                                                                                                                                        >        >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      (CB)       (MH)             (APRON)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 D          >>                       EXISTING STORM SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     APPROXIMATE PARCEL LINE
                                                                                                                                                  l
                                                                                                                                                        >
                                                                                                                                                                 >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        l         l                  PIPE TO BE REPLACED

                                                                                                                                                                      24" RCP
                                                                                                                                                  l
                                                                                                                                                        >                                                                                                                                                                                                                                                                                                                                                            >            >                  SANITARY SEWER TO BE LINED
                                                                                                                                                                 >>


                                                                                                                                 WM>>
                                                                                                                                        >
                                                                                                                            CIP                         >        >>
                                                                                                                            6"
                                                                                                                                 l
                                                                                                                                                  l                                                                                                                                                                                                                                                                                                                                                                                                                                        40
                                                                                                                               >
                                                                                                                               >>
                                                                                             2025 Street & Utility Improvements                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Figure 4: Existing Conditions Map
                                                                                             City of Kenyon, Minnesota                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         August 2024                                                 R




                                                                                                                                                                                                                                                                                                                                                     8" VCP SAN
                                                                                                                                                                                              l    >                                                                                                                                                                                                                                                                                                                                                                                                                               >
                                                                                                                  >
                                                                                                                                                                                                                                                                                                                                                            >                                                                                                    >
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                                                                                                                           >                      >            >                >        >    l                                                                                                                                                                                                                                                                                                                                                                                                                                         >
                                                                                                                                                                                                                                                                                                                                                                  l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >
                                                                                                                                                                                                                                                                                                                                                            >




                                                                                                                                                                                                                                                                                                                                                 MART STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  >


                                                                                                                                                                                                                                                                                                                                                                  6" CIP WM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0               50               100
                                                                                                                                                                                                   >
                                                                                                                                                                                              l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           >>
                                                                                                                                                                                                                                                                                                                                                                  l




                                                                                                                                                                                                    PINE STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             >                                                                                                                                                                                                                                                                 HORZ.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           >
                                                                                                                                                                                                                                                                                                                                                            >                                                                                                                                                                                                                                                                                                                                                                                               SCALE                          FEET
                                                                                                                                                                                              l   >
                                                                                                                                                                                                                                                                                                                                                                  l                                                                                                                                                                                                                  MO                                                      >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              L
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          HIL
                                                                                                                                                                                                                                                                                                                                                            >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      >                                                                                                                                            >>

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EN
                                                                                                                                                                                              l   >                                                                                                                                                               l                                                                                                                                                                                                                                                                                                          >


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     GR >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           >                                                                                     l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 >>
                                                                                                                                                                                                                                                                                                                                                            >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CA

                                                                                                                                                                                                    10" VCP SAN
                                                                                                                                                                                             l   >                                                                                                                                                                l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         l                                                                            O                          >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >                      l           l                l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           l        l        l
                                                                                                                                                                                                                                                                                                                                                                                                                                                           l             l       l
                                                                                                                                                                                                                                                                                                                                                                                                                      l                  l                                           6" CIP WM
                                                                                                                                                                                                                                                                                                                                                                                                      l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        IG
                                                                                                                                                                                             l                                                                                                                                                                                                                                                                                                                                                                                                        l
                                                                                                                                                                                                 >
                                                                                                                                                                                                                                                                                 6" CIP WM                                                              l                           l         l                                                                                                          >

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      LH
                                                                                                                                                                                                                                                                                                  l            l            l            l                                                                                                                                                                                                                                                             >>                                                                             >
                                                                                                                               6" DIP WM                                                                                          l            l                l           l        l
                                                                                                    l         l            l                  l            l                                           l               l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        WMl
                                                                                                                                                                           l        l
                                                                                                        >              >          >                    >                  >         >
                                                                                                                                                                                                                                 LANGFORD AVENUE                                                                                                                                                                                                                                                                                                                                                                    DIP                                           AY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     8" U
                                                                                                                                 10" VCP SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                6" l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         NK                                                                                             >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                HW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        (H
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               l                                         W                 >


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   l                                          Y56)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             >>                                                 >

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        l                                                                  >

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 l                                                                       >

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        >>

                                                                                                                                                                                                                                                                                                                                                                                                                                                               LEGEND                                                                                                                                                              l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 >>                                                      >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            l                                                                                        >>             >>                     >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                WM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             l
                                                                                                                                                                                                                                                                                                                                                                                                          (SERVICE)                           (HYDRANT)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               l                                   >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING WATERMAIN                                                                                                                6" CIP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >
                                                                                                                                                                                                                                                                                                                                                                                                                                 l                 l                                                                                                                             l                                    >                          >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >                                                                                       >>
                                                                                                                                                                                                                                                                                                                                                                                                             (MH)                                 (SERVICE)                                                                                                     l                                               SAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING SANITARY SEWER                                                                                                            8" CIP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     l
                                                                                                                                                                                                                                                                                                                                                                                                                  S           >                    >                                                                                           l                                      >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 l                                       >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                >
                                                                                                                                                                                                                                                                                                                                                                                                           (CB)           (MH)                     (APRON)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      >
                                                                                                                                                                                                                                                                                                                                                                                                                          D                  >>                  EXISTING STORM SEWER                                                                                                                                                                                                                 >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >
                                                                                                                                                                                    >                              l                                                                                                                                                                                                                                             APPROXIMATE PARCEL LINE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      BULLIS STREET
                                                                                                                                                                                                                                                                                          >                                                                                         l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 l

                                                                                                                                                                                                                                                                                                                                                                                                                                 l                 l             PIPE TO BE REPLACED




H:\KENYON_CI_MN\24X134934000\CAD\C3D\FIGR-134934-Existing Conditions Map.dwg 8/20/2024 6:14:10 PM
                                                                                                                                                                                                                   l                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >
                                                                                                                                                                                                                                                                                                                                                                                                                              >                    >             SANITARY SEWER TO BE LINED
                                                                                                                                                                                    >                                                                                                                                                                                                                                                                                                                                            l
                                                                                                                                      R
                                                                                                                                                                                                                                                                                          >                                                                                         l
                                                                                                                                                                                                                                                                                                                                                                               >




                                                                                                                                                                                             1ST STREET                                                                                                                                                           2ND STREET
                                                                                                                                                                                                                   l                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >
                                                                                                                                                                                    >                                                                                                                                                                                                                                                                                                                                            l                                                                                                                                                                                                                                                R
                                                                                                                                                                                                                                                                                                                                                                                    l
                                                                                                                       0                          50                 100                                                                                                                                                                                                       >
                                                                                                              HORZ.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      >>
                                                                                                                                                                                                                   l
                                                                                                                       SCALE                                       FEET             >                                                                                                                                                                                                                                                                                                                                            l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >>
                                                                                                                                                                                                                                                                                          >                                                                                         l
                                                                                                                                                                                                                                                                                                                                                                               >                                                                                                                                                                                                                                                                                                                                                          >>
                                                                                                                                                                                                                   l                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              >                             0                50               100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    HORZ.       >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 l
                                                                                                                                                                                    >                                                                                                                                                                                               l
                                                                                                                                                                                                                                                                                          >                                                                                                                                                                                                                      >>                                                                                                                                                                                                          >>                                 SCALE                        FEET


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           6" DIP WM
                                                                                                                                                                                                                                                                                                                                                                               >

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       24" RCP
                                                                                                                                                                                                                   l                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 l
                                                                                                                                                                                                                                                                                                                                                                                    l
                                                                                                                                                                                    >                                                                                                     >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 >>                                                                                                                                                                                                          >>
                                                                                                                                                                                                                                                           8" VCP SAN
                                                                                                                                                                                                                                                                                                                                                                               >
                                                                                                        >>                       >>                    >>                  >>           >>                                                                                                                             8">>
                                                                                                                                                                                                                                                                                                                          VCP SAN
                                                                                                                                                                                                                   l
                                                                                                                                                                                                                            >>            >>
                                                                                                                                                                                                                                                                                                                                                                                              SPRING STREET
                                                                                                                                                                                                                                                           >>               >>           >>               >>                            >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 l                                                                                                                                                                                               >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  >>
                                                                                                          >            >                  >             >                  >                 >                             >          >                                                                                                                                   >>             >>       >>   >>   >>                                                  >>
                                                                                                                                                                                                                                                   >
                                                                                                                                                                                                                                                                                                                                                                                l
                                                                                                                                                                                                                                                                    >            >                    >            >            >            >                    >                     >       >    >    >    >                                                                                                                                                                                                                                                                                >>             >>
                                                                                                                                                                                                                                          l            l                l        l            l            l                                                                                                                                                                                                                                                                          >>                >>                    >>        >>            >>                 >>           >>
                                                                                                                                                                                                      >>                                                                                                                l           l            l                    l                   l       l           l                      l                 l             l                                  >>                     >>                  >>               >>
                                                                                                                  >>                                                                                                                                                                                                                                                           >>                                                                                                >>            >>                                                                   36" RCP
                                                                                                                                                                                                           >                                                                                                                                                                                                                                                     >>                                                                                                                                                                                                                                                 >>           >
                                                                                                                                                                                                       l
                                                                                                                                                                                                                  >>                                                                                                                                                            l                                                                                                                                                          l                l                l             l            l             l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               6" CIP WM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   l         l             l        l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             5THl STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     l   l                     l         >>          l
                                                                                                                                                                                                           >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   8" VCP SAN
                                                                                                                  >>                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 l

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >>
                                                                                                                                                                                                                                                                                                                                                                                l
                                                                                                                                                                                                                           l
                                                                                                                                                                                                           >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >                   l
                                                                                                                                                                                                                                                                                                                                                                               >
                                                                                                                  >>
                                                                                                                                                                                                                                                                                                                                                                                l




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SPRING STREET
                                                                                                                                                                                                                           l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >>




                                                                                                                                                                                                                                                                                                                                                                  2ND STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                6" CIP WM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    15" RCP
                                                                                                                                                                                                           >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >                   l




                                                                                                                                                                                             1ST STREET
                                                                                                                                                                                                                                                                                                                                                                               >
                                                                                                                  >>                                                                                                                                                                                                                                                            l
                                                                                                                                                                                                                           l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >>                          l
                                                                                                                                                                                    l                      >
                                                                                                                                                                                                                                                                                                                                                                               >
                                                                                                                                                                                                                                                                                                                                                                                l
                                                                                                                  >>                                                                                                       l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 >                   l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >>
                                                                                                                                                                                    l
                                                                                                                                                                                                           >
                                                                                                                                                                                                                                                                                                                                                                               >l
                                                                                                                                                                                                                           l
                                                                                                                  >>
                                                                                                                                                                                    l
                                                                                                                                                                                                           >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 >                  l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   41
                                                                                                                                                                                                                                                                                                                                                                               l
                                                                                                                                                                                                                                                                                                                                                                               >                                                                                                                                                                                                                                                                                                                                         >>
                                                                                            2025 Street & Utility Improvements                                                                                                                                                                                                                                                                                                                                                  Figure 5: Proposed Conditions Map
                                                                                            City of Kenyon, Minnesota                                                                                                                                                                                                                                                                                                                                                                                                                          August 2024                                                          R




                                                                                                                                                 665000020
                                                                                                                                             714 FOREST STREET
                                                                                                                                                                                                         >       >   >                                                                                                                                                                                                                                                                                                                                                        l
                                                                                                                                                                         l                      >




                                                                                                                                                                                 FOREST STREET
                                                                                                                                             JOHN & JACQUELINE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >

                                                                                                                                                                                                                                                                                                                                                     8TH STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               >




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RED WING AVENUE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >>                                                                                        >
                                                                                                                                                MORTENSEN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              l
                                                                                                                                                                         l                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                >
                                                                                                                                                 216' x 140'
                                                                                                                                                                                                                                                                                                                                                  RECONSTRUCTION                                                                                                                                                                                                                                                                                                                  >
                                                                                                                                                                                                >                                                                                                                                                                                                                                                                                                                                                                                             >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >>                                             >       >        >
                                                                                                                                                                         l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            >           >       >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              >
                                                                                                                                                                                                >
                                                                                                                                                                                                                                                                                                                665600080
                                                                                                                                                                                                                                                                                                                                                         665600100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              l               >                                                                      R




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        >>
                                                                                                                                                                                                                                                                      665600090                               612 8TH STREET                                                                                                      665600120
                                                                                                                                                                         l
                                                                                                                                                                                                                                 665600070                                                                                                            616 8TH STREET
                                                                                                                                                                                                                                                                    608 8TH STREET                             THOMAS E &                                                                                                       626 8TH STREET
                                                                                                                                                        A                                       >                            717 FOREST STREET
                                                                                                                                                                                                                              LOGAN R FERCH                        SCOTT D & DEBRA
                                                                                                                                                                                                                                                                        L HOGY
                                                                                                                                                                                                                                                                                                                 ANNETTE
                                                                                                                                                                                                                                                                                                               THUNHORST
                                                                                                                                                                                                                                                                                                                                                       LANCE & SARA
                                                                                                                                                                                                                                                                                                                                                        LYNN HORST
                                                                                                                                                                                                                                                                                                                                                                                              665600110
                                                                                                                                                                                                                                                                                                                                                                                            622 8TH STREET
                                                                                                                                                                                                                                                                                                                                                                                                                               ALLAN J & CONNIE
                                                                                                                                                                                                                                                                                                                                                                                                                                  M TURNER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            665600130
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          626 8TH STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           >         >        >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              l
                                                                                                                                                                                                                                  58' x 150'
                                                                                                                                                                        l
                                                                                                                                                                                                                                                                                                                                                          58' x 150'                                                                                                                                      ALLAN J TURNER                                                                                >>
                                                                                                                                                                                                                                                                       58' x 150'                                58' x 150'                                                               SANDRA L HOFFMAN                       58.25' x 150'                                                             148.5' x 130.3'                                                                   >                                              0                       25                        50
                                                                                                                                                                                                                                                                                                                                                                                               50' x 150'                                                                                                                                                                                                                   HORZ.

                                                                                                                                                                                         8" SSWR
                                                                                                                                                                                                >                                                                                                                                                                                                                                                                                                                                                                             l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SCALE                                     FEET
                                                                                                                                                                                                                                                          >                                                                   >                                       >                            >                   >l                                                                                                                                                                               >>
                                                                                                                                                                                                                                                              l                                                           l                                   l
                                                                                                                                                                        l
                                                                                                                                                                        l                                                                                                                                                                                                                              l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             >

                                                                                                                                                                                             >>
                                                                                                                                                                                                                                                          >                                                                   >                                       >                            >                   >l
                                                                                                                                                                                                                                          8" WM
                                                                                                                                                                                                                                                              l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >>                     >>
                                                                                                                                                                                                                                                                                                                          l                                   l                                        l                                                                                                                                                                      l
                                                                                                                                                                             l                   l               l       l            l           l       l               l           l           l           l                                                                                                                                                      8" WM
                                                                                                   l      l       l      l      l        l
                                                                                                                                                                                                                                                          >                                                               l               l       l               l       l       l            l           l               l             l           l           l          l       l        l       l     l    l   l   l    l   l       l l                                                                  l                 l
                                                                                                                                                    l
                                                                                                                                                                                                                                                                                                                              >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     l
                                                                                                                                                                                                                                                                                                                                                                      >
                                                                                                                                                                 l
                                                                                                                                                                                                                                                                                                                                                                                                   >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      l
                                                                                                                                                                        l                                                         l
                                                                                                                                                                                                                                                                                                                                                                                                                           >
                                                                                                                                                                                                                                                                                  8" SSWR
                                                                                                                                                                                                                                                                          l                                       l                                       l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >>
                                                                                                                                                                                                                                                                                                                                                                                                                       l                                 l                                       l


                                                                                                                                        8TH STREET                                                           >           >            >               >       >               >           >           >               >               >           >               >           >           >        >               >
                                                                                                                                                                        l
                                                                                                                                                                                                                                                                                                                                                                                                                                             36'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                l
                                                                                                                                                                                                                                  l                                       l                                                                                                                                                                                                                                                                                                   l
                                                                                                                                                                                                                                                                                                                                                                                                                                ll
                                                                                                                                                                                                                                                                                                                  l                                       l                                                            l                                                                         l


                                                                                                                                                                     8" WM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >>
                                                                                                                                                                        l                   l        >       l           >    l   l       l           l   l        >  l   l       l           l       >   l       l   l           l           l       >   l
                                                                                                                                                                                                                                                                                                                                                          l           l       l       l        l           l   >       l
                                                                                                                                                                                                                                                                                                                                                                                                                       l
                                                                                                                                                                                                                                                                                                                                                                                                                                     l
                                                                                                                                                                                                                                                                                                                                                                                                                                              l ll       8TH STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                             l         l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >>                   >>                   >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                          ll                                                                                                                                                                                        >       >        >        >       >            >
                                                                                                                                                                                                 >                       >                                        >                                   >                                               >                                                                                                                                                                                                                                                 >     >         >           >       >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ll
                                                                                                                                                                                                                                  l                                       l                                       l                                       l                                                    >       l                                                                         l                                                                            l
                                                                                                                                                                                                 >                       >                                        >                                                                                                                                                                                                                                                                                                                                      >>
                                                                                                                                                                                                                                                                                                      >                                               >                                                        >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ||
                                                                                                                                                                                                                                  l                                       l                                       l                                       l                                                            l                                                                         l
                                                                                                                                                                        l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 >        >   l     >       >
                                                                                                                                                                                                >                                                                                                                                                                                                                                                                                                    ||
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        >>
                                                                                                                                    4" SEWER SERVICE TO                 l                                                                                                                               665600180                                                                                                                                            665600150
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             665600200
                                                                                                                                                                                                >
                                                                                                                                                                                                                                                                                                                                                                             665600170
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            >
                                                                                                                                         602 9TH STREET                                                                         665600200                                                             611 8TH STREET                                                                                                                                       627 8TH STREET                                                                                                     l
                                                                                                                                                                                                >                             601 8TH STREET                                                           MICHAEL 0 &                                                         615 8TH STREET                                                                THOMAS R GETTING                              804 RED WING AVENUE
                                                                                                                                                                        l                                                    ROXANNE R GATES                        665600190                           KATHLEEN                                                          MARK T MCNAMARA                                                                 & TAMI L BARRON                            RALPH & CYNTHIA VAN EPPS                                                                           >>
                                                                                                                                                                                            >
                                                                                                                                                                                                                                 54' x 150'                       605 8TH STREET                        HOFFMAN                                                              108' x 150'                                                                     108' x 150'                                   110.75' x 150'                                                     l             >
                                                                                                                                                                                                                                                                  AARON & ELSA                           54' x 150'
                                                                                                                                                                                                                                                                    TORGESON
                                                                                                                                                                                            >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >>
                                                                                                                                                                                                                                                                     54' x 150'
                                                                                                                                                                       l
                                                                                                                                                                                            >                                                                                                                                                                                                                                                                                                                                                                             l                                                                                                                    >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            >
                                                                                                                                                                                            >
                                                                                                                                                                       l                                                                                                                                                                                                                                                                                                                                                                                                                                >>                                                                        >
                                                                                                   NOTE: 8TH ST/FOREST ST INTERECTION                                                                                                                                                                                                                                                                                                                                                                          NEED TO CONFIRM RECONNECTION OF
                                                                                                                                                                                            >                                                                                                                                                                                                                                                                                                                                                                             l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            >
                                                                                                   MAY CONTAIN ADDITIONAL WATER                                                            >                                                                                                                                                                                                                                                                                                                   EXIST SANITARY OR PRIVATE RELOCATION
                                                                                                   SERVICE(S) TO THE SOUTH                                                                                                                                                                                                                                                                                                                                                                                     TO NEW RED WING AVE SERVICE
                                                                                                                                                                       l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          l                             >>                                                                        >




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              LEGEND




H:\KENYON_CI_MN\24X134934000\CAD\C3D\FIGR-134934-Proposed Conditions Map.dwg 9/4/2024 6:49:23 PM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           (HYDRANT)

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          l                         l             PROPOSED WATERMAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            (MH)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >>                           PROPOSED SANITARY SEWER

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      (MH)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >                          PROPOSED SANITARY SEWER LINING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          (CB)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >                          PROPOSED STORM SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED SANITARY MH REHAB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED BITUMINOUS SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED CONCRETE DRIVEWAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED GRAVEL SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED CURB & GUTTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SIDEWALK REPLACEMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED MILL & OVERLAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROJECT ALTERNATE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              42
                                                                                            2025 Street & Utility Improvements                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Figure 6: Proposed Conditions Map
                                                                                            City of Kenyon, Minnesota                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     August 2024                                               R




                                                                                                                                                                               l                                                                                                                                                                                                                                                                                                                                                                    >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        >

                                                                                                                                                                                                                                                                                                                                                                                                                   LANGFORD AVENUE
                                                                                                                                                                                       >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  l




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               MART >STREET
                                                                                                                                                                               l                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 6"

                                                                                                                                                                                                                                                                                                                                                                                                                    RECONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 >PV
                                                                                                                                                                                       >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        665400240                             CS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  l                                                                                                                                                                        2 LANGFORD AVENUE                              AN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SARAH SHELTON


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RV
                                                                                                                                                                               l                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 7,340 SF                                  SE




                                                                                                                                                                                           PINE STREET
                                                                                                                                   R




                                                                                                                                                                                       >                                                                                                                                                                                                                                                                                                                                                                          l                                                                                                                                                                                                                                ICE          D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  663500020                         >
                                                                                                                                                                                                                                                                                                                                                                                                                                       665400370                                                                                                                                                                                                                                                                                                             2 LANGFORD AVENUE
                                                                                                                                                                               l
                                                                                                                   0                   25               50                                                                                      665400480                                                                                                                                                                                                                                                                                           >                                                                                           665400360
                                                                                                                                                                                                                                                                                                                                                                                                                                    717 MART STREET                                                                                                                                                                                          712 MART STREET                                                                                                    SARAH SHELTON
                                                                                                                                                                                                                                              722 PINE STREET                                                                                                                                                                       MARY K HANSON
                                                                                                           HORZ.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DOUGLAS E HENKE
                                                                                                                                                                                                                                            CHARLES D VOXLAND
                                                                                                                                                                                       >                                                                                                                                                                                                                                                                                                                                                                          l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1,673 SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            >
                                                                                                                   SCALE                            FEET                       l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ||
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DRIVE-OVER CU
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    l

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         114'                                        >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ||
                                                                                                                                                                                       >                                                                                                                                                                                                                                                                                                                                                                          l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                l             l        l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        l                 l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     143'                                                                                                                                             l
                                                                                                                                                                               l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        l           l                                       l
                                                                                                                                                                                                                                                                140'                                                                                                                                                                                                                                            ||                                                                                                                                                                                    l     l               l               l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             l               l             l
                                                                                                                                                                                                                                                                                                                                                                                                                                               140'                                                                                                                                                                                                                    l            l             l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                l               l               l                10" WM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                l               l                 l            l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                l             l       l                                                                                                             >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   l
                                                                                                                                                                                   >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RB                                                                                                                   l
                                                                                                                                                                                                                                                                                                                                                                                                                                                    DRIVEl-OVER CU                             ||                                                             l                  l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         l                 l                                                                                                >>                   >>
                                                                                                                                                                               l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     l                 l                                                                                 l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 l             l                l                                                                                                       l                                                                               18" STRM                    >>                     >>
                                                                                                                                                                                                                                                        l

                                                                                                                                                                                                                                                                                                                                                                                      l              l                 l                   l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      l                l              l                                                                                                               >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >
                                                                                                                                                                                                                                                                                             l                l               l                   l                  l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          l              l                  l                      l                                                                    25'                                                                >>
                                                                                                                                                                                                                                                l           l                l
                                                                                                                                                                                                                                                                                                                                                                                                     l                     l                    l              l                   ||
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >>                     >>                                                                     RB
                                                                                                                                                                                                                                                        l
                                                                                                                                                                                                                                    l                                                                                                                                                 l                                                                                                                                                                                                                                                                                                                             DRIVE-OVER CU
                                                                                                                                                                                                                       l
                                                                                                   l           l           l                l       l          l       l           l
                                                                                                                                                                                   l
                                                                                                                                                                                   >                 l
                                                                                                                                                                                                     l
                                                                                                                                                                                                           l
                                                                                                                                                                                                               l           l            l           l               l                l                l               l                   l                      l                                            10" WM                                                                                                                                                       >>                               >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                l

                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ||   18" STRM                                  >>
                                                                                                       >           >           >                >          >       >       >                                                                                                                                                                                                                                                                                              >>                 >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                          >>
                                                                                                                                                                                                         30'                   LANGFORD AVENUE
                                                                                                                                                                                                                   l                                                                                                                                                                                                                                                                                            l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         101'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ||
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DRIVE-OVER CU
                                                                                                                                                                                                                   l                                                                                                                                                                                                                                                                                            l


                                                                                                                                                                                                                   l
                                                                                                                                                                                                                                                                                                                                                                                                                                                      ||
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        166'
                                                                                                                                                                                                                                                                                                                                                                                                                                           ||                                                                                                                                                                                     666600090
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              17 LANGFORD AVE
                                                                                                                                                                                                                                        163'                                                                                                                   73'                                                                                                                                                                                                                                                           CEMSTONE CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                                                                   ||                                                                                                                                                                                             MATERIALS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               29,873 SF (TOTAL)
                                                                                                                                                                                                                                     665401380                                                                                                                                                                                                                                                                                                                                                                                23,786 (ABUTTING)
                                                                                                                                                                                                                               19 LANGFORD AVENUE                                                                                                                                                                      ||
                                                                                                                                                                                                                                   ROBERT KYLLO
                                                                                                                                                                                                                                  9,016 SF (TOTAL)
                                                                                                                                                                                                                                8,358 SF (ABUTTING)
                                                                                                                                                                                                                                                                                                                                                                                                                  ||



                                                                                                                                                                                                                                                                                                                                                                                                             ||




                                                                                                                                                                                                                                                                                                                                                                                                         ||




                                                                                                                                                                                                                                                                                                                                                                                                                   LANGFORD AVENUE




H:\KENYON_CI_MN\24X134934000\CAD\C3D\FIGR-134934-Proposed Conditions Map.dwg 9/4/2024 6:49:52 PM
                                                                                                                                                                                                                                                                                                                                                                                                                    RECONSTRUCTION                                                                                                                                                                                                                                                                                                                                                             R




                                                                                                                                                                                                                                                                                                                                                                    665400250                                                                                                                                                                                                                                                                         >>
                                                                                                                                                                                                                                                                                                                                                               1 LANGFORD AVENUE
                                                                                                                                                                                                                                                                                                                                                                   SCOTT BOWEN
                                                                                                                                                                                                                                                        6"
                                                                                                                                                                                                                                                                                                                                                                     5,739 SF                                                                                                                                                                                                                                                       >>
                                                                                                                                                                                                                                                               C                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0                         25                50
                                                                                                                                                                                                                                                            >
                                                                                                                                                                                                                                                            PV
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 HORZ.
                                                                                                                                                                                                                                                                    SA                                                                                                                                                                                                                                               >>                                                                                             >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        l
                                                                                                                                                                                                                                                                    N                                                                                                                                                                                                                                   l                                                                                                                                                                                                                                                                 SCALE                                 FEET
                                                                                                                                                                                                                                                                    >   SE                                                                                                                                                                                                                                      >>   24"
                                                                                                                                                                                                                                                                            RV
                                                                                                                                                                                                                                                                                             D                                                                                                                                                                                                                                l                                                                    >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         STRM
                                                                                                                                                                                                                                                                            ICE                                                                                                                                                                                                                                                    >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        l
                                                                                                                                                                                                                                                 663500020
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        l
                                                                                                                                                                                                                                                                                 >
                                                                                                                                                                                                                                            2 LANGFORD AVENUE                                                                               663500010                                                                              l                                                                                                    l
                                                                                                                                                                                                                                               SARAH SHELTON                                                                          1 LANGFORD AVENUE                                                                                                                   l                                                                                                          >>
                                                                                                                                                                                                                                                                                                                                          SCOTT BOWEN                                         168'                                                             l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               24" ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      R        M        >>
                                                                                                                                                                                                                                                                                                                                                                                                                                       l

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                l                   25'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        l
                                                                                                                                                                                                                                                    1,673 SF
                                                                                                                                                                                                                                                                                                                                             5299 SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               >>
                                                                                                                                                                                                                                                                                         >
                                                                                                                                                                                                                                                                                                                                                                                                                               l          M                                                                                                                            >>
                                                                                                                                                                                                                                                                                                                                                                                                                                    10" W                          >> l                                                                    l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    l
                                                                                                                                                                                                                                                                                                                                                                                                         l                                                                         l                l                    l
                                                                                                                                                                                                                                                                              RB                                                                                                          l                                                    l >>        l
                                                                                                                                                                                                                                                                DRIVE-OVER CU                                                                                        l                                   l                 l
                                                                                                                                                                                                                                                                                                                                              l                                           l
                                                                                                                                                                                                                                                                                                                                                                                                                   >>                                                   CURB
                                                                                                                                                                                                                                                                                                     >
                                                                                                                                                                                                                                                                                                                                                                         l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          l
                                                                                                                                                                                                                                                                                                                                                      l
                                                                                                                                                                                                                                                                                                                  l       l       l
                                                                                                                                                                                                                                                                                                                                                                                                                                                               -OVER
                                                                                                                                                                                                                                                                                                                                                                                                                                                    DRIVE
                                                                                                                                                                                                                                                                                                 l
                                                                                                                                                                                                                                                                l                l                        l                                                                                                                                                                                                                                                       >>
                                                                                                                                                                                                                                                                        l                l                                                                                       >>
                                                                                                                                                                                                                                                                                                                                                          >>                                                                                                                                                                                                                                                                                                                                                                                                     LEGEND
                                                                                                                                                                                                                                                                                                                      >>
                                                                                                                                                                                                                                                                                                              >                                                                                                                                                                                                                                                   l
                                                                                                                                                                                                                                                                                                     >>
                                                                                                                                                                                                                                                        >>                                                                                                                        359'                                                                                                                                                                                 >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 (HYDRANT)

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      l             l             PROPOSED WATERMAIN
                                                                                                                                                                                                                                                                                                                      >                                                                                                                                                                                                                                                    l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         (MH)
                                                                                                                                                                                                                                                                                                                                   666600390                                                                                                                                                                                                                                                                                                                                                                                                >>                    PROPOSED SANITARY SEWER
                                                                                                                                                                                                                                                                                                                                 10 SLEE STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                l
                                                                                                                                                                                                                                                                                                                                      >                                                                                                                                                                                                                                     >>
                                                                                                                                                                                                                                                                                                                                  WILSTOR LLC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    (MH)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              >                   PROPOSED SANITARY SEWER LINING
                                                                                                                                                                                                                                                                                                                                94,152 SF (TOTAL)                                                                                                                                                                                                                                                                                                                                                                    (CB)
                                                                                                                                                                                                                                                                                                                              62,649 SF (ABUTTING)        >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              >                   PROPOSED STORM SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >>                                                                                                                                                                           PROPOSED SANITARY MH REHAB
                                                                                                                                                                                                                                                                                                                                                                             >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED BITUMINOUS SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   l

                                                                                                                                                                                                                                                                                                                                                                                          >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          >>                l                                                                                                                                                     PROPOSED CONCRETE DRIVEWAY
                                                                                                                                                                                                                                                                                                                                                                                                     >                                                                                                                                                                                                                                                                                                                                                            PROPOSED GRAVEL SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                   >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    l                                                                                                                                             PROPOSED CURB & GUTTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SIDEWALK REPLACEMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                       >                                                                                                                                                                                      l                                                                                                                                                                                                   43
                                                                                                                                                                                                                                                                                                                                                                                                                                                      >                                                                                                                                                 >>                                   >>
                                                                                            2025 Street & Utility Improvements                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Figure 7: Proposed Conditions Map
                                                                                            City of Kenyon, Minnesota                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     August 2024                                                                     R




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               >
                                                                                                                                                                                                                                                                                 666600240
                                                                                                                                                                                                                                                                               902 2ND STREET
                                                                                                                                                                                                                                                                              AMBER M BROSSARD                                                                                                                                             2ND STREET (CSAH 12)
                                                                                                                                                                                                                                                                                                                                                                                                                                         WATERMAIN REPLACEMENT
                                                                                                                                              l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           >


                                                                                                                                               E
                                                                                                                                     SLEE STRE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 WATER SERVICE TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1022 2ND ST
                                                                                                                                               l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >                                661400090                                                                                                                                                                                                                             R




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               661400020                                                                                                             1028 2ND STREET                                                                              661400080
                                                                                                                                                   l                                                                                                                                                                                                                                                                                                                                                                                                                        1018 2ND STREET                                                                                                     DONALD S & VICKIE SKILLESTAD                                                                   1032 2ND STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ELIZABETH A ENGEL                                                                                                                                                                                                  CHRISTIE L GANNON
                                                                                                                                        T                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              >
                                                                                                                                                   l                                                                                                                                                                                                                                                                                                                                  >>                                                                                                                                                                                                                                                                                                                                                                                                                        0                     30                                  60

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 D                                                                                                                                                                                                                                                             HORZ.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SCALE                                               FEET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >>
                                                                                                                                                                                                                                                                                                           10" WM                                                                                                                                                                                                                                                                                                                                                                                                                                                                           10" WM
                                                                                                                                                                                                                              l         l                    l                 l                   l                l               l                 l                 l                l                  l            l                     l                 l                  l                       l                     l                    l                   l                    l                l               l                l                    l                    l                    l                    l             l                     l             l                   l                   l              l                 l                    l
                                                                                                                                                                                                       l

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                                                                                                                                                                                                                                                                                                                        2ND STREET (COUNTY 12> BLVD)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >>                       >>                   >>                      >>                   >>               >>                   >>               >       >>                   >>                       >>                >>                     >>                >>                      >>                   >>                 >>                >>                       >>                    >>                           >>                              >>
                                                                                                                                                                                                                                                                                                                          >   >     >  >          >                                                                                       >            >                 >                                           >                                                                                                                                                                                                                                                                                                                                                                                                           2ND ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      l
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                                                                                                                                                                                                                                                                 l
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                                                                                                                                                                                                               >>                                                                                                                                                                                                                                                                                                                                                                                                                                             >                                                                                                                                                                                                                                                                                                    >>
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                                >>                                                                              >>             >>              >>             >>                 >>
                                                                                                                                                                           DISCONNECT FROM EX MAIN
                                                                                                                                                                                                  >>                     >>
                                                                                                                                                                                                                                   >>                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DISCONNECT FROM EX MAINS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        MA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    NT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >
                                                                                                                                                                                                                                                                 l
                                                                                                                                                                                                                                                       >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       l

                                                                                                                                                                                                                                                                              >>                                                                                                                                                                                                                    >>
                                                                                                                                                                                                                                                                                               >>
                                                                                                                                                                                                                                                                                                                     >>                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             >>OR              >>

                                                                                                                                                                                                            666600210
                                                                                                                                                                                                                                                                                                                                         >>
                                                                                                                                                                                                                                                                                                                                                              >>
                                                                                                                                                                                                                                                                                                                                                                                    >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >>                       >>            l            V                ILL
                                                                                                                                                                                                          903 2ND STREET
                                                                                                                                                                                                                                                                                                                                                                                                      >>
                                                                                                                                                                                                                                                                                                                                                                                                                                         >>                                                        >>                                                                                                                                                                                                                                                                                                                                                                                                                        l    >           E            RD
                                                                                                                                                                                                                                                                                                                                                                                                                                                       >>
                                                                                                                                                                                                  LOGAN MEYERS & ISABELLA R O'BRIEN                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          l

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         661400210                                                                                                                                                                                                                                             l              >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1029 2ND STREET
                                                                                                                                              LEGEND                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ADRIAN ALGOT MOGREN                                                                                                                                                                                                                                                           l
                                                                                                                              (HYDRANT)
                                                                                                                                                                                                                                                                                                                                                                            666600180
                                                                                                                     l           l             PROPOSED WATERMAIN                                                                                                                                                                                                        1029 2ND STREET




                                                                                                                                                                                                                                            BULLIS STREET
                                                                                                     (MH)                                                                                                                                                                                                                                                              ADRIAN ALGOT MOGREN
                                                                                                                         >>                    PROPOSED SANITARY SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         661400211
                                                                                                            (MH)
                                                                                                                           >                   PROPOSED SANITARY SEWER LINING                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1049 2ND STREET
                                                                                                   (CB)
                                                                                                                           >                   PROPOSED STORM SEWER                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DYLAN P MOEN



                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1029 2ND STREET
                                                                                                                                               PROPOSED SANITARY MH REHAB
                                                                                                                                               PROPOSED BITUMINOUS SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                 5TH STREET
                                                                                                                                               PROPOSED CONCRETE DRIVEWAY
                                                                                                                                                                                                                                                                 l




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ADRIAN ALGOT MOGREN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >>
                                                                                                                                               PROPOSED GRAVEL SURFACE




H:\KENYON_CI_MN\24X134934000\CAD\C3D\FIGR-134934-Proposed Conditions Map.dwg 9/4/2024 6:50:17 PM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          >>
                                                                                                                                                                                                                                                   >>                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              >>

                                                                                                                                                                                                                                                                                                                                                                                                                                         RECONSTRUCTION (ALTERNATE)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        >>
                                                                                                                                               PROPOSED CURB & GUTTER                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             >                                                                       >>
                                                                                                                                                                                                                                                                 l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        >>
                                                                                                                                               SIDEWALK REPLACEMENT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >>                    >>
                                                                                                                                                                                                                                   >>
                                                                                                                                               PROPOSED MILL & OVERLAY                                                                                           l                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                >                                            >>
                                                                                                                                               PROJECT ALTERNATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      R




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        >>




                                                                                                                                                                                                                                             BULLIS STREET
                                                                                                                                                                                                                                                                 l                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           >>
                                                                                                                                                                                                                                  >>                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              >

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            134.75'                     >>
                                                                                                                                                                                                                                                                 l                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0                         25                                     50
                                                                                                                                                                   665100020
                                                                                                                                                                420 BULLIS STREET                                                 >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  >                                                                                           HORZ.
                                                                                                                                                            LINDER WILLSON VILLA LLC                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SCALE                                                  FEET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        >>
                                                                                                                                                                                                                                                                 l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  >
                                                                                                                                                                                                                                  >>                                                                                                                                                                                                                                                                                           665100040
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             410 5TH STREET
                                                                                                                                                                                                                                                                 l                                                                                                                                                                                                                                                        KINGSBURY COURT LLC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        >>        >              >>
                                                                                                                                                                                                                                  >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          429.88'                                                                                                                                                                                                                                            >>
                                                                                                                                                                                                                                                                 l

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  >>               >>                         >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          >>                      >>                   >>
                                                                                                                                                                                                                                                                                                                                                                                                                    >>                    >>            >>                     >>                           >>                    >>                       >>                      >>                                >>
                                                                                                                                                                                                                                                >>                       >>            >>                       >>                  >>                >>                    >>                   >>
                                                                                                                                                                                                      >>            >>                                           l                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 >>
                                                                                                                                                               >>                    >>
                                                                                                                                 >>                >>                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  >>
                                                                           >>                                    >>                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               >
                                                                                                                                                                                                                    40'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        5TH STREET                                                                                                                                                        >> >>
                                                                                                                                                                                                                                                                 l
                                                                                                                                                                                                                                                                                                                                                                            8" WM
                                                                                                                                                                                                                                                                 l
                                                                                                                                                                                                                                                                                   l                   l                l                l                l                 l                l                  l                l                 l                 l                      l                    l        >>>>        l                    l                   l                    l                l                l                   l                    l                l                    25' l                 l            l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          l
                                                                                                                                                                                                                                                                               l               l                l               l                 l                l                 l            l                 l                l             l                 l                  l                   l                 l                    l                   l                   l                l                l                l               l                    l            l                    l                 l           l                  l                       l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     496.45'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 TRANSITION TO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SPRING STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     B618 C&G
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >>
                                                                                                                                                                                                                                                                                                                                                                                                                    666800400                                    VALLEY GUTTER
                                                                                                                                                                                                                                                                 VALLEY GUTTER                                                                                                                                    400 6TH STREET
                                                                                                                                                                                                                                                                                                                                                                                                           IND SCHOOL DISTRICT NO 2172
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    l
                                                                                                                                                                                                                                                                                                                                                                                                                 536.51' FRONTAGE                                                                                                                                                                                                                                                                                                                                                                 >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >>

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    l                                                                                                                                     44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  >
                                                                                                2025 Street & Utility Improvements                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Figure 8: Proposed Conditions Map
                                                                                                City of Kenyon, Minnesota                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     August 2024                                                       R




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PAUL G PATRICIA SENJEM                                                                                                                                              >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      100' x 140'



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          EX 6" VCP SSWR
                                                                                                                                                                                                         8TH STREET
                                                                                                                                                                                                                      l


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  FOREST ST (SOUTH)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   7TH STREET
                                                                                                                                                                                                                                                                                                                                       665000020
                                                                                                                                                                                                                                                                                                                                   714 FOREST STREET                                                                                                                                                                                                                                                                                                                                                                  664000070                                                             664000080                                                                                                  664000090
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  R




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  630 FOREST STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >
                                                                                                                                                                                                                                                                                                                                   JOHN & JACQUELINE                                                                                                                                                                                                                                                                                                                                                                                                                                    622 FOREST STREET                                                                                          612 FOREST STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SANITARY SEWER LINING
                                                                                                                                                                                                                      l
                                                                                                                                                                                                                                                                                                                                      MORTENSEN                                                                                                                                                                                                                                                                                                                                                                 ANDREW P & CHELSEY A                                                       LEE F CLARK                                                                                                                                                                                                                    606 FOR
                                                                                                                                                                                                                                                                                   A                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              JEROME R & JUDITH A                                                                                                     HOWARD
                                                                                                                                                                                                                                                                                                                                       216' x 140'                                                                                                                                                                                                                                                                                                                                                                    ANFINSON                                                              100' x 140'                                                                                                HOUGLUM0                                                25                                50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >                                                  75' x 140'                                                                                                                                                                                                                                                                         B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       100' x 140'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           HORZ.
                                                                                                                                                                                                                     l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SCALE                                                      FEET

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >                                                                                                                                                                                                                                         >

                                                                                                                                                                                             8" WM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              EX 4" CIP WM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              >
                                                                                                 l                     l                  l                 l            l                       l               l        l                        ll                               l            l                       l              l           l               l                   l            l           l               l                                                                                                                                                                                                                                                                                                                                                                                                                        EX 4" CIP WM
                                                                                                                                                                                                                              l
                                                                                                                                                                                                                                                                                                                                                                                                                                              l               l                 l           l            l                    l                l                      l                   l                    l               l                      l                                l            l               l               l             l                l                l              l            l             l               l                 l                l           l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >                                                                                                                                                                                                                                    l             l                 l                          l                     l                  l               l
                                                                                                                                                                                                                                                                                                FOREST STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              >

                                                                                                                                                                                                                                          8" SSWR                                                                                                                                           8" CIPP LINING                                                                                                                                                                                                                                                                                                                                                                                                                                                               FOREST STREET
                                                                                                                                                                                                 l                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            >
                                                                                                       >           >        >         >        >        >        >                                                                    >>                        >                       >                    >                      >               >                   >                   >                >               >                                                                                                                                                                                                                                                                                                                                                                          8" CIPP LINING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    l
                                                                                                                                                                                 >
                                                                                                                                                                                                                                                                                                                                                                                                                                              >                   >                 >                >
                                                                                                                                                                                                                              l
                                                                                                                                                                                             >       >                                                                                                                                                                                                                                                                                                                    >                   >                           >                       >                    >                       >                                                >                   >                   >             >                    >                   >                >                 >                   >                  >               >                >                 >                     >                              >
                                                                                                                                                                                                                                                                                                                                                        >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 >                   >
                                                                                                                                                                                                 l           >                                                                                                                                                                                                                                                                                                                                                                                                                                      l                                                                                                                                          >
                                                                                                                                                                                                                              l                                                                                                                         >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  >                                                                                                                            >
                                                                                                                                                                                                                                                                                                                                                        >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  >
                                                                                                                                                                                                             >
                                                                                                                                                                                 >           >       >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         664000020                                                                                                                                     664000040
                                                                                                                                                                                                                              l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       664000030
                                                                                                                                       665600200                                                                                                                                    665600070
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          REPLACE & ADJUST CASTING                                                                                                                  POINT REPAIR TO CORRECT
                                                                                                                                                                                                 l
                                                                                                                                                                             l           l       l           l            l                                                                                                                                                                                                                                              665600060
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           621 FOREST STREET                                                       615 FOREST STREET                                                     609 FOREST STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    MISALIGNED PIPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       603 7TH STREET                                                                                                                                                                                                                                                                                                        ZACHARIAH A &
                                                                                                                                     601 8TH STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              DAVID J & CAREY P HJERMSTAD                                               CARMEN M TOLLEFSON
                                                                                                                                                                                                                                                                                717 FOREST STREET                                                                                                                                                                     JOSHUA R LERFALD                                                                                                                                                                                                                                                                                                      AMANDA R STOCK                                                                                                                                    75' x 217'



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EX 6" VCP SSWR
                                                                                                                                                                                                             >                l                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         75' x 217'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      664000010
                                                                                                                                    ROXANNE R GATES
                                                                                                                                                                                                                                  8" WM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          58' x 150'                                                                                                                                                                                                                                                                                                            75' x 217'


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EX 6" DIP WM
                                                                                                                                                                                                 l

                                                                                                                                                                                                                                                                                 LOGAN R FERCH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  627 FOREST STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    l

                                                                                                                                        54' x 150'                                               l        >                   l
                                                                                                                                                                                                                                                                                     58' x 150'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  603                                                                                                                                                                           ALAN L OLSON & JUDITH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CHLADEK




                                                                                                                                                                                                                                  6TH STREET
                                                                                                                                                                                                                                                        >
                                                                                                                                                                                                                                                                            l


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   FOREST           ST (MID)
                                                                                                                                                                                                                                                                 EX 6" CIP WM
                                                                                                                                        664000100
                                                                                                                                                                                                                                                                                                                         662800200



                                                                                                                                                                                                                                           EX 8" VCP SSWR
                                                                                                                                    606 FOREST STREET                                                                                                                                                                                                                                       662800190                                      662800180                                      662800170                                                                                                                                                                                                                                                  662600070
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SANITARY        SEWER     LINING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   662600060
                                                                                                                                                                                                                                                        >
                                                                                                                                    HOWARD SNITZER &
                                                                                                                                                                                                                                                                            l
                                                                                                                                                                                                                                                                                                                     544 FOREST STREET                                                                                                 534 FOREST STREET                              530 FOREST STREET              662600080                                                                                                                                                                                                                                                                                                                                                                                                              662600050
                                                                                                                                                                                                                                                                                                                      JEREMY SUNDIN                                                     540 FOREST STREET                                                                                                        522 FOREST STREET                                                                                                                                                                                                               512 FOREST STREET                                                                                             504 FOREST STREET                                                        502 FOREST STREET
                                                                                                                                      TAMMY RYAN                                                                                                                                                                                                                                          JILL L PAULSON                              MAURICE J & ALYSSA M                           JEFFREY L & SANDRA J                                                                                                                                                                                                                                       JOSEPH P & REGINA D
                                                                                                               B                                                                                                                                                                                                         63.5' x 150'                                                                                                                                                      HOLMES              CHRISTOPHER M NELSON                                                                                                                                                                                                                                                                                                                              MARY L BAILEY                                                          CAMERON EGGERT
                                                                                                                                        100' x 140'                                                                                                                                                                                                                                         63.5' x 150'                                   SAMLASKA                                                                                                                                                                                                                                                                                                   FARRELL
                                                                                                                                                                                                                                                      >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             73.5' x 150'                                                                                              85' x 146'                                                                                                                                                                                                                                   75' x 146'                                                               75' x 146'                                                           C
                                                                                                                                                                                                                                                                                                                                                                                                                                           63.5' x 150'
                                                                                                                                                                                                                                                                            l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     150' x 146'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      >>
                                                                                                                                                                                                                                                     >                      l
                                                                                                                                                                                                                                                                                                l                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >>
                                                                                                                                                                EX 4" CIP WM                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  l
                                                                                                                   l                 l              l                l               l                   l                        l                         l                               l                    l                  l           l           l                       l            l           l           l                l           l                   l             l            l                l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EX 4" CIP WM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          l                  l                    l                       l                l               l                            l                           l                   l           l             l                l                l              l            l             l               l                 l                l           l            l             l                 l                          l                     l                  l               l
                                                                                                                                                                                                                                                                                                             FOREST STREET
                                                                                                                                                                                                                                                     >


                                                                                                               >                                                                                                                                                                                                                                                                                                                 8" CIPP LINING                                                                                                                                                                                                                                                                                                                    8" CIPP LINING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >>
                                                                                                                                     >                  >                    >                   >                            >                             >                      >                 >                         >                >               >                       >                >           >                    >               >                     >               >                 >                       >                       >                           >                    >                  >                                     > >                                 >                   >             >                    >                  >                 >                 >                   >
                                                                                                                                                                                                                                                                            l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >               >                >                >                      >                             >                        >                    >




    H:\KENYON_CI_MN\24X134934000\CAD\C3D\FIGR-134934-Proposed Conditions Map.dwg 9/4/2024 6:51:26 PM
                                                                                                                                                                                                                                                   >
                                                                                                                                                                                                                                                                            l

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                POINT REPAIR TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CORRECT SEVERE SAG
                                                                                                                                                  664000050
                                                                                                                                                                                                                                                   >                                                     662800160             LEGEND662800150
                                                                                                                                                                                                                                                                                                                                                                   662800130



                                                                                                                                                                                                                                           EX 8" VCP SSWR
                                                                                                                                                                                                                                                                            l
T STREET                                                                                                                                                                                                                                                                                             543 FOREST STREET                                                                                                                                                                                                                                                                                                                                                                                                                                                                      662600110


                                                                                                                                                                                                                                                                EX 8" DIP WM
                                                                                                                                                                                                                                                                                                                                 539 FOREST STREET                                                                                                                                                    662800120                                                                                    662600140                                                         662600130                                                  662600120                                                                                                                           662600100
TOLLEFSON                                                                                                                                     603 FOREST STREET                                                                                                                                      BRODEY A KOCINA (HYDRANT)
                                                                                                                                                                                                                                                                                                                         &     JOHN P RECHTZIGEL &             533 FOREST STREET                                                                                                                  529 FOREST STREET                                                                                                                                              517 FOREST STREET                                                                                                      509 FOREST STREET                                                                                                                       662600090
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               521 FOREST STREET                                                                                                            513 FOREST STREET                                                                                                                   503 FOREST STREET
                                                                                                                                              CHARLES WORNER                                                                                                                                            MARGRETTA
                                                                                                                                                                                                                                                                                                              l       Rl       JENNIFER
                                                                                                                                                                                                                                                                                                                                 PROPOSEDM NOVOTNY
                                                                                                                                                                                                                                                                                                                                             WATERMAIN      KEVIN C OVERB7 & KAREN J                                                                                                            TERRY & SUSAN MEYER                                                                                                                                              PETE & CASSANDRA                                                                                                       TRAVIS P BRANDON                                                                                                                    501 FOREST STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CARRIE R FOSS                                                                                                                FAITH & SEAN                                                                                                                       MARY K HANSON
                                                                                                                                                   75' x 140'                                                                                       >
                                                                                                                                                                                                                                                                                                         PHILLIPSEN                                              HOGY-OVERBY                                                                                                                                                                                                                                                                                                                                                                                                                 75' x 217'                                                                                                                 OZEN & JACQUELINE M MILES
                                                                                                                                                                                                                                                                            l
                                                                                                                                                                                                                                                                                                       (MH)                           51' x 217'                                                                                                                                                      63.5' x 217'                                                                                  50' x 217'                                                         LEMKE                                                     GERLACH                                                                                                                             75' x 217'
                                                                                                                                                                                                                                                                                                          51' x 142'                    >>
                                                                                                                                                                                                                                                                                                                                 PROPOSED    SANITARY SEWER        88.5' x 217'                                                                                                                                                                                                                                                                                       50' x 217'                                                 50' x 217'                                                                                                                                                                                      75' x 217'

                                                                                                                                                                                                                                                    >                    l
                                                                                                                                                                                                                                                                                                                             (MH)
                                                                                                                                                                                                                                                                                                                                          >
                                                                                                                                                                                                                                                                                                                                 PROPOSED SANITARY SEWER LINING
                                                                                                                                                                                                                                                                                                         (CB)
                                                                                                                                                                                                                                                                                                                                          >                 PROPOSED STORM SEWER                                                                                                                                                                             l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           l
                                                                                                                                                                                                                                                                                                                                                            PROPOSED SANITARY MH REHAB
                                                                                                                                                                 >>
                                                                                                                                                                                                                                                                                                                                                            PROPOSED BITUMINOUS SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 FOREST ST (NORTH)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              3RD STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EX 6" CIP WM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          l
                                                                                                                                                                                                                                                                                                                                                            PROPOSED CONCRETE DRIVEWAY




                                                                                                                                              5TH STREET                                                                                                                                                                                                                                                                                                                                                                                  4TH STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SANITARY            SEWER  LINING
                                                                                                                                                                                                        662600040                                                                                                                                                     662600020                                                                 662600010                                                                                                                                                                                   663200070
                                                                                                                                                                                                    418 FOREST STREET                                                                                  662600030                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  663200100                                                               663200090
                                                                                                                                                                 >>
                                                                                                                                                                                                                                                                                                   414 FOREST STREET                                              410 GRAVEL
                                                                                                                                                                                                                                                                                                                                                            PROPOSED  FOREST STREET
                                                                                                                                                                                                                                                                                                                                                                               SURFACE                                                      404 FOREST STREET                                                                                                                                                       663200080           316 FOREST STREET
                                                                                                                                                                                                 MARK J & MARY L KINDSETH                                                                                                                                                                                                                                                                                                                                                                                       322 FOREST STREET                                                                                                                                                             314 FOREST STREET                                                         521 3RD STREET
                                                                                                                                                                                                                                                                                                                                                                LINDA M HILDEBRANDT                                                   KEVIN M & RENEE C HILDEBRANDT                                                                                                                                                                     MARY A SKUNDBERG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            l
                                                                                                                                                                                                                                                                                                RICHARD P & ELLEN L HELD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          l
                                                                                                           C                                                                                             75' x 140'                                                                                                                                         PROPOSED CURB    & GUTTER                                                                                                                                                                                                                              GREGORY A & SANDRA                                                                                                                                                      CAROLYN & JEFFREY STREITZ                                                 BRANDON H PEDERSON
                                                                                                                                                                                                                                                                                                                                                                       50' x 146'                                                               100' x 146'                                                                                                                                                                                                                                                                     60' x 150'


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EX 6" DIP WM
                                                                                                                                                   >>                                                                                                                                                   75' x 140'                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 70' x 75'                                                                70' x 75'
                                                                                                                                                                                                                                                                                                                                                            SIDEWALK REPLACEMENT                                                                                                                                                                                                                                       AMUNDSON
                                                                                                                       >>                                                                                                                                                                                                                                                                                                                                                                                                                                  l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        80' x 150'                                                                                                                                                                                                                                                                                                                                        l

                                                                  >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           l
                                                                                                                                                                                                                                                                                                                                    EX 4" CIP WM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          l
                                                                                                           l                    l              l                 l               l               l                    l                       l                         l               l                l                     l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EX 6" CIP WM                                                                                                                                                                                                                                                                                                                              EX 6" CIP WM
                                                                                                                                                                                                                                                                                                                                            l           l                   l                l           l           l                l           l                   l             l            l            l                       l                l                      l                       l                l               l                            l                           l           l                   l           l             l                l               l            l                l                l               l              l           l            l                l                l                                                            l                l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >>
                                                                                                                                                                                                                                                                                                                                                    8" CIPP LINING                                                                                                                                                                                                        FOREST STREET                                                                                                                                                                                                            >>               >>                >>                  >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               EX 18" RCP STRM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             >>              >>                                                                          >>                          >>                >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              >>                          >>
                                                                             >                                             >                   >                     >               >                           >                        >                             >                   >                        >                  >               >                       >                >               >                >               >                       >                                                                                                                                                                                                  EX 8" DIP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        >                >                        >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  >                     >                      >               >                          >                                 >           >                   >               >             >                    >>              >            >                         >                   >                  >               >                >                 >                     >                                              >                >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >>                                                                         8" CIPP LINING                                                                                                         EX 8" PVC SSWR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          l                                                                                                                                                                                   >>                                                                                                                                                                                               l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           >

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               732'                                                                                                                                                                                                                                                                                                                        >




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EX 8" DIP WM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          l
M MILES                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        663200030


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PVC SSWR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    309 FOREST STREET                                                                                                                                                                                                                                 45
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CIP WM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               EVANGELICAL LUTHERAN CHURCH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              l
                                                                                            2025 Street & Utility Improvements                                                                                                                                                                                                                                                                                                                                                                                                              Figure 9: Proposed Conditions Map
                                                                                            City of Kenyon, Minnesota                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      August 2024                                                                 R




                                                                                                                                                 l         >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >>                                        l


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SPRING STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >


                                                                                                                                                                                                                    661400020                                                                                                                                            PEARL CREEK MAIN (SOUTH)
                                                                                                                                                                       >>       l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PE A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SANITARY SEWER LINING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       l
                                                                                                                                                 l         >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >>                                            >>




                                                                                                                   2ND STREET (COUNTY 12 BLVD)
                                                                                                                                                                                                                 1018 2ND STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                C
                                                                                                                                                                                                                                                                                                                                                                          SANITARY SEWER LINING                                                                                                                                                                                              RL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >
                                                                                                                                                                                l                                                                                                                                                                                                                                                                                                                                                                                                                                              l               l              l                l                       l                                 l                              l                   l
                                                                                                                                                                       >>

                                                                                                                                                                                                                ELIZABETH A ENGEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EK
                                                                                                                                                 l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0                25           50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               RE
                                                                                                                                                          >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           >               >                  >                >                           >    >>                                     l      >>
                                                                                                                                                               l                                                                                                                                                                                                                                                                                                                                                                            HORZ.
                                                                                                                                                                                l                                                                                                                                                                                                                                                                                                                                                                    SCALE                       FEET                                  1ST STREET
                                                                                                                                                                                                                                                                  661400030
                                                                                                                                                 l
                                                                                                                                                          >            >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               >                      l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                >>                                         >>


                                                                                                                                                                                                                                                               1022 2ND STREET
                                                                                                                                                 l
                                                                                                                                                                                l
                                                                                                                                                          >            >>                   D                                                                                                                                                                                                                                                                                                                                      666400200                                                                                                                                                                                                  >>      l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1000 PINE STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              >

                                                                                                                                                                                                                                                             VIENNA & CINDY GRAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  666400191                                                    JERALD L & DIANE K
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         662400010
                                                                                                                                                 l                              l
                                                                                                                                                      >                                                                                                                                                                                                                                                                                                        1022 2ND STREET                                                    BARRETT TTEE                                                                                                                                                                 >>                                     l
                                                                                                                                                                                                                                                                                                                                                                                                                                                             VIENNA & CINDY GRAY                                                                                                                                                                                                       >           >           >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     104 SPRING STREET
                                                                                                                                                                       >>                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >
                                                                                                                                                 l

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DESTYNI L SACKETT &
                                                                                                                                                                                l                                                                                                                                                                                                                                                                                                                                                                                                                                                                             R



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      l
                                                                                                                                                      >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        >>                                     >       >            >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   THOMAS M ANDERSON
                                                                                                                                                                       >>                                                                                                                                                                                                                                           >                                                                                                                                                                                                                                                                                                        >


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        8" CIPP LINING
                                                                                                                                                                                                                                                                                                                                             >
                                                                                                                                                                       >
                                                                                                                                                 l
                                                                                                                                                                                    >              >                                                                                         8" CIPP LINING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             664600090
                                                                                                                                                                                                                  >                                                                                                                                                                                                                                                                                                                                                                                                                                     70.07' x 120'
                                                                                                                                                                                l
                                                                                                                                                                                                                                                    >                  >            >            >             >
                                                                                                                                                                                                                                                                                                                                                                                                                    >                                                                                                                                                                                                                                                                                                                                 l
                                                                                                                                                                                                                                                                                                                                  >              >         >             >             >
                                                                                                               l                  l              l         l       l        l
                                                                                                                                                                                                                                                                                                                                                                                                     >         >             >                 >                                                                                                                                                           >                                                                                                   >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                               >
                                                                                                                                                     >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           >           >        >                8" CIPP LINING

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         103 SPRING STREET
                                                                                                                                                                       >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >
                                                                                                                                                 l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           >          >                                                            >
                                                                                                                                                                                l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >            >          >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        >

                                                                                                                                                                                                                                 661400090                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              BRANDINA R PETRICKA
                                                                                                                                                                                                                                                                                                                                                                                                                                                        REPLACE & ADJUST CASTING
                                                                                                                                                     >
                                                                                                                                                 l                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             >>
                                                                                                                                                                       >>       l                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           >                      l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               >




                                                                                                                                                                                                                              1028 2ND STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       662400040                       >           >           >
                                                                                                                                                 l   >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               >>

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   108 SPRING STREET
                                                                                                                                                                                l                                                                                                                                                                                                                                                                                                                                                                                                                      >                                                                                                                                           l
                                                                                                                                                                       >>                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             LEGEND
                                                                                                                                                                                                                         DONALD S & VICKIE SKILLESTAD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    HAILEY D CUEVAS
                                                                                                                                                 l   >
                                                                                                                                                           >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           >                                                                                                                                      l
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      70.07' x 120'
                                                                                                                                                                                l                                                                                                                                                                                                                                                                                                                                                                                (HYDRANT)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            >
                                                                                                                                                 l                     >>                                                                                                                                                                                                                                                                                                                                                                                l            l      PROPOSED WATERMAIN
                                                                                                                                                     >                                                                                                                                                                                                                                                                                                                                                                                        (MH)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             >>              PROPOSED SANITARY SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               >                                                                                                                                  l
                                                                                                                                                                                l                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              >>
                                                                                                                                                 l
                                                                                                                                                     >                 >>                                                                                                                                                                                                                                                                                                                                                                            (MH)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               >             PROPOSED SANITARY SEWER LINING                                                                                                                >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            (CB)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               >             PROPOSED STORM SEWER                      >               >                  >                >                           >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  l
                                                                                                                                                                                l
                                                                                                                                                 l                                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED SANITARY MH REHAB                                                                                                    >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          >
                                                                                                                                                                       >>                                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED BITUMINOUS SURFACE
                                                                                                                                                     >                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            l

                                                                                                                                                                                                                                                                                                                                                                                                                                                        ||                                           >                                                                       PROPOSED CONCRETE DRIVEWAY                                                                            >             >             >


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         661000420
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           >>

                                                                                                                                                                                                                                                                                                                                                                                        PINE STREET
                                                                                                                                                                        >                                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED GRAVEL SURFACE                                                                                                                     >                        l




H:\KENYON_CI_MN\24X134934000\CAD\C3D\FIGR-134934-Proposed Conditions Map.dwg 9/4/2024 6:52:27 PM
                                                                                                                                                                                                                                                                                                                                                                                                                                                               >
                                                                                                                                                                                                                                                                                                                                                                                                                                               ||
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED CURB & GUTTER


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    115 SPRING STREET
                                                                                                                                                                                                                                                                                                                                                                                   SANITARY SEWER LINING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  >        >            >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SIDEWALK REPLACEMENT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SPRING STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           >>                                     l
                                                                                                                                                                           >                                                                            66540                                                                                                                                                                                                      >
                                                                                                                                                                                                                                                      10      0020                                                                                                                                                                             ||                                                                                                                                                                                                                                                                       >
                                                                                                                                                                                                                                                   JERAL 00 PINE ST
                                                                                                                                                                                                                                                        DL&


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               THOMAS L & ROCHELLE R NYGAARD
                                                                                                                                                                                                                                                              D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >
                                                                                                                                                                                                                                                       BARR IANE K
                                                                                                                                                                                                                                                            ETT
                                                                                                                                                                                                                     R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  l
                                                                                                                                                                           >                                                                                                                                                                                                                                                                   ||                   >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                66640                                                                                                                                                                                      >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             10       0170                                                                                                                                                                                              >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          JAME 3 GATES A


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       140.15' x 25.26'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         V



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   8" CIPP LINING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SR&
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    BARB E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                GOUL     ARA J
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  l
                                                                                                                                                                            >                                                                                                                                                                                                                        66540                                     ||                      >                                             D
                                                                                                                                                                                                                                                                                                                                                                                                           0020                                                                                                                                                                                                                                                                                            >>
                                                                                                                                                                                             0                   25                                                                                                                                                                                10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   661000570
                                                                                                                                                                                                                                                        50
                                                                                                                                                                                                                                                                                                                                                                                                JERAL 00 PINE ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >
                                                                                                      66.54                                                                          HORZ.                                                                                                                                                                                                           DL&                                                                                             >                                                                                                                                                                                                                                            >       >            >
                                                                                                            0.014                                                                                                                                                                                                                                                                                          D
                                                                                                                                                                                                                                                                                                                                                                                                    BARR IANE K
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              l

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               116 SPRING STREET
                                                                                                      23          0                                                                          SCALE                                                FEET                                                                                                                                                   ETT
                                                                                                   WILLIA SLEE ST                                                           >                                                                                                                                                                                                                                                                  ||                       >
                                                                                                         MRB
                                                                                                               AKER                                                                                                                                                                                                                          POINT REPAIR AT SERVICE CONNECTION                                                                                                                                                                                                                                                                                                                            >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                KENYON MEATS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >           >           >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >                                                                                                                                                                                                                                    l

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 140.13' x 72.5'
                                                                                                                                                                                                                                                                                                                                                                                                                                               ||                          >
                                                                                                                                                                            >
                                                                                                                                                                                                                                                                                                                                                                                                                                          ||                                                                                                                                                                                                                                                               >>
                                                                                                                                                                                                                                                                                                                                                                                                                   ||       ||
                                                                                                                                                                                                                                                                                                                                                                                                                                          8" CIPP LINING >                                                                                                                                                                                                                                                           >                        l
                                                                                                                                                                                                                                                                                                                                                                    ||            ||        ||           ||
                                                                                                                                                                                                                                                                                                                                                                                                                        >             >             >
                                                                                                                                                                                                                                                                                                                                        ||       ||       ||
                                                                                                                                                                                                                                                                                                                                                                              >             >             >
                                                                                                   >>         >>                                     >>
                                                                                                                                                                            >                                                                                                               ||            ||        ||
                                                                                                                                                                                                                                                                                                                                         >            >         >                                                                                                              >
                                                                                                                                                                       >>                                                      ||                       ||
                                                                                                                                                                                                                                                                                   ||
                                                                                                                                                                                                                                                                       8" CIPP LINING
                                                                                                                                                                                                                                                                       ||
                                                                                                                                                                                                                                                                                        >             >             >
                                                                                                                                                                                                                                                                             >
                                                                                                                                                                                                           ||
                                                                                                                                                                                                                                                                                                                                                                                                                                          >
                                                                                                                                                                                             ||
                                                                                                                                                                                                                                                         >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              l
                                                                                   ||                    ||                ||                         ||               ||       ||
                                                                                                                                                                                >>      >              >                    >                                                                                  >                                                                                                                          >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >

                                                                                                        PINE STREET
                                                                                                                                                                                                                                                               >
                                                                                                                                                                                                  >>            >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                >
                                                                                                                                                                                                                                                 >>                 >>                                         >
                                                                                                                                                                                                                                                                                   >>            >>
                                                                                                                                                                           >                                                                                   >                                               >>                >>                                                                                                                                                                                                                                                                                                                                                                    >>
                                                                                                                                                                                                                                                                                                                                                 >>        >>            >>                                                                                                                                                                                                                                                                                                                                        >                          l
                                                                                                                                                                                                                                                                                                                                                                                       >>
                                                                                                                                                                                                                                                                                                               >
                                                                                                                                                                                                                                                                                                                                                                                                     >>            >>
                                                                                                                                                                                            REPLACE & ADJUST CASTING
                                                                                                                                                                                                                                                               >                                                                                                                                                                 >>            >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >                                                                                                                                                                                                                                                                                                        l
                                                                                                                                                                                                                                                                                                                                                                                                                                                               >>          >>          >>       >>                                                                                                                                                                                                                                                                                   >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >>          >>                                                                                                l               l                l                  l                   l                   l                                               l
                                                                                                                                                                           >                                                                                                                                                                                                                                                                                                                                                >>         >>                                                                                                                                                              >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2ND STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >




                                                                                                                                                                                                                                                                                                                         WATER STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >
                                                                                                       66.61                                                                                66.5
                                                                                                                                                                                           110 W40.0160
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               l
                                                                                                       103 0.0010                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >>
                                                                                                    RICKY SLEE ST
                                                                                                                                                                           >              BRIAN ATER ST                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >                    >                   >
                                                                                                          L KOE
                                                                                                                STER                                                                    EILEE EHRICH                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >>
                                                                                                                                                                                             NRE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >>
                                                                                                                                                                                                  HRICH                                                                                                                                                                                                                                                                                >                                                                                                                                                                                                                                                                                       l
                                                                                                                                                                                                                                                                                                                                                                      JERAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >
                                                                                                                                                                        >                                                                                                                                                                                            DIAN D L BARRE
                                                                                                                                                                                                                                                                                                                                                                          E
                                                                                                                                                                                                                                                                                                                                                                    1000 K BARRE TT                                                                                                                                                                                                                                                                                                                    >>                                                                          >>
                                                                                                                                                                                                                                                                                                                                                                                  TT
                                                                                                                                                                                                                                                                                                                                                                    66.54 PINE ST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            >                                                                                                                                                                                                                                                                                  l
                                                                                                                                                                                                                                                                                                                                                                         0.023
                                                                                                                                                                                                                                                                                                                                                                               0                                                                                                                                                                                                                                                       0                          25                           50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    >
                                                                                                                                                                        >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           HORZ.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SCALE                                           FEET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            >                                                                                                                                                                                                          >>
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         46
Appendix B:   Preliminary Cost Estimates




                                           47
                                                                                                                  PRELIMINARY ENGINEER'S ESTIMATE
                                                                                                                                2025 STREET & UTILITY IMPROVEMENTS
                                                                                                                                        CITY OF KENYON, MN
                                                                                                                                   BMI PROJECT NO.: 24X.134934.000
                                                                                                                                                                                                                                                                              Updated: 9/5/2024
ITEM                                                                                                      8TH STREET               LANGFORD AVENUE          5TH STREET (ALTERNATE)     2ND STREET WATERMAIN FOREST STREET M&O (ALTERNATE)   SANITARY SEWER LINING
 NO.                              ITEM                               UNIT          UNIT PRICE         QTY        AMOUNT            QTY       AMOUNT           QTY         AMOUNT         QTY       AMOUNT        QTY         AMOUNT           QTY        AMOUNT        QTY          TOTAL
STREET AND SITE
    1 MOBILIZATION                                                    LS           $185,000.00        0.23        $42,550.00      0.31       $57,350.00      0.14         $25,900.00     0.12       $22,200.00    0.02         $3,700.00      0.18        $33,300.00   1.00         $185,000.00
    2 TRAFFIC CONTROL                                                 LS            $35,000.00        0.23         $8,050.00      0.31       $10,850.00      0.14          $4,900.00     0.12        $4,200.00    0.02           $700.00      0.18         $6,300.00   1.00          $35,000.00
    2 TREE GRUBBING & CLEARING                                        EA             $1,200.00           6         $7,200.00         0            $0.00        0               $0.00       0             $0.00      0              $0.00        0              $0.00      6           $7,200.00
    3 SALVAGE SIGN                                                    EA              $100.00            5           $500.00         5          $500.00        3             $300.00       0             $0.00      0              $0.00        0              $0.00     13           $1,300.00
    4 SAWCUT PAVEMENT (FULL DEPTH)                                    LF                $6.00           95           $570.00       150          $900.00       335          $2,010.00       0             $0.00      0              $0.00        0              $0.00    580           $3,480.00
    5 REMOVE CURB & GUTTER                                            LF                $4.00         1110         $4,440.00        90          $360.00       135            $540.00       0             $0.00      0              $0.00        0              $0.00   1335           $5,340.00
    6 REMOVE BITUMINOUS DRIVEWAY                                      SY                $9.00           0              $0.00       185        $1,665.00       276          $2,484.00       0             $0.00      0              $0.00        0              $0.00    461           $4,149.00
    7 REMOVE CONCRETE DRIVEWAY                                        SY               $10.00          120         $1,200.00       21           $210.00        0               $0.00       0             $0.00      0              $0.00        0              $0.00    141           $1,410.00
    8 REMOVE CONCRETE WALK                                            SF                $2.00          448           $896.00         0            $0.00       100            $200.00       0             $0.00      0              $0.00        0              $0.00    548           $1,096.00
    9 REMOVE BITUMINOUS PAVEMENT                                      SY                $5.00         2236        $11,180.00      2660       $13,300.00      1380          $6,900.00       0             $0.00     110           $550.00        0              $0.00   6386          $31,930.00
   10 MILL BITUMINOUS PAVEMENT (2")                                   SY               $4.00             0             $0.00        40          $160.00        0               $0.00       0             $0.00    2750        $11,000.00        0              $0.00   2790          $11,160.00
   11 COMMON EXCAVATION (P)                                           CY               $22.00         1800        $39,600.00      2300       $50,600.00      1200         $26,400.00       0             $0.00      0              $0.00        0              $0.00   5300         $116,600.00
   12 SELECT GRANULAR BORROW (CV, P)                                  CY               $25.00          900        $22,500.00       800       $20,000.00       400         $10,000.00       0             $0.00      0              $0.00        0              $0.00   2100          $52,500.00
   13 SUBGRADE EXCAVATION (EV)                                        CY               $12.00          270         $3,240.00       350        $4,200.00       180          $2,160.00       0             $0.00      0              $0.00        0              $0.00    800           $9,600.00
   14 STABILIZING AGGREGATE (CV)                                      CY               $30.00          270         $8,100.00       350       $10,500.00       180          $5,400.00       0             $0.00      0              $0.00        0              $0.00    800          $24,000.00
   15 AGGREGATE SURFACING CLASS 2 (CV) (DRIVEWAY)                     CY              $45.00           25          $1,125.00       17           $765.00        0               $0.00       0             $0.00      0              $0.00        0              $0.00    42            $1,890.00
   16 AGGREGATE BASE CLASS 5 (CV,P)                                   CY               $32.00          600        $19,200.00      1200       $38,400.00       600         $19,200.00       0             $0.00      0              $0.00        0              $0.00   2400          $76,800.00
   17 BITUMINOUS PATCH (2")                                           SY               $40.00            0             $0.00         0            $0.00        0               $0.00       0             $0.00     110         $4,400.00        0              $0.00    110           $4,400.00
   18 BITUMINOUS PATCH (FULL DEPTH W/ BASE)                           SY              $75.00            0              $0.00        0             $0.00        0               $0.00       0             $0.00      0              $0.00        0              $0.00      0               $0.00
   19 ASPHALT PAVEMENT 2" THICK                                       SY               $13.80            0             $0.00        40          $552.00        0               $0.00       0             $0.00    2750        $37,950.00        0              $0.00   2790          $38,502.00
   20 ASPHALT PAVEMENT 1.5" THICK                                     SY               $10.35         2236        $23,142.60      2660       $27,531.00      1380         $14,283.00       0             $0.00      0              $0.00        0              $0.00   6276          $64,956.60
   21 ASPHALT PAVEMENT 2.5" THICK                                     SY               $17.25         2236        $38,571.00      2660       $45,885.00      1380         $23,805.00       0             $0.00      0              $0.00        0              $0.00   6276         $108,261.00
   22 ASPHALT PAVEMENT 1" THICK                                       SY                $6.90            0             $0.00      2660       $18,354.00      1380          $9,522.00       0             $0.00      0              $0.00        0              $0.00   4040          $27,876.00
   23 B618 CONCRETE CURB & GUTTER                                     LF               $20.00         1110        $22,200.00         0            $0.00       994         $19,880.00       0             $0.00      0              $0.00        0              $0.00   2104          $42,080.00
   24 D418 CONCRETE CURB & GUTTER                                     LF               $20.00           0              $0.00      1868       $37,360.00        0               $0.00       0             $0.00      0              $0.00        0              $0.00   1868          $37,360.00
   25 6" PERFORATED PVC UNDERDRAIN                                    LF               $20.00         1110        $22,200.00      1868       $37,360.00       994         $19,880.00       0             $0.00      0              $0.00        0              $0.00   3972          $79,440.00
   26 6" PVC UNDERDRAIN CLEANOUT                                      EA              $300.00           6          $1,800.00         8        $2,400.00        4           $1,200.00       0             $0.00      0              $0.00        0              $0.00     18           $5,400.00
   27 SUMP PUMP CONNECTION                                            EA             $1,200.00          10        $12,000.00         1        $1,200.00        0               $0.00       0             $0.00      0              $0.00        0              $0.00     11          $13,200.00
   28 4" CONCRETE WALK (OUTWALKS)                                     SF                $9.00          560         $5,040.00         0            $0.00        0               $0.00       0             $0.00      0              $0.00        0              $0.00    560           $5,040.00
   29 BITUMINOUS DRIVEWAY PAVEMENT                                    SY               $50.00           0              $0.00        50        $2,500.00       245         $12,250.00       0             $0.00      0              $0.00        0              $0.00    295          $14,750.00
   30 6" CONCRETE DRIVEWAY PAVEMENT                                   SY              $80.00          120          $9,600.00        0             $0.00        0               $0.00       0             $0.00      0              $0.00        0              $0.00    120           $9,600.00
   31 7" CONCRETE DRIVEWAY PAVEMENT (COMMERCIAL)                      SY              $85.00            0              $0.00      350        $29,750.00       31           $2,635.00      0              $0.00     15          $1,275.00        0              $0.00   396           $33,660.00
   32 TEMPORARY MAILBOX                                               EA               $50.00            9           $450.00         2          $100.00        0               $0.00       0             $0.00      0              $0.00        0              $0.00     11             $550.00
   33 REINSTALL SIGN                                                  EA              $300.00            5         $1,500.00         5        $1,500.00        3             $900.00       0             $0.00      0              $0.00        0              $0.00     13           $3,900.00
   34 TEMP EROSION & SEDIMENT CONTROL                                 LS            $35,000.00        0.23         $8,050.00      0.31       $10,850.00      0.14          $4,900.00     0.12        $4,200.00    0.02          $700.00       0.18         $6,300.00   1.00          $35,000.00
   35 SOD, TOPSOIL PREP & AMENDMENTS                                  SY              $13.00          1850        $24,050.00      1450       $18,850.00       830         $10,790.00       0             $0.00      0              $0.00        0              $0.00   4130          $53,690.00
   36 TURF MAINTENANCE                                                LS            $50,000.00        0.45        $22,500.00      0.35       $17,500.00      0.20         $10,000.00       0             $0.00      0              $0.00        0              $0.00   1.00          $50,000.00
   37 STABILIZED CONTRUCTION EXIT                                   EACH             $800.00             2         $1,600.00         3        $2,400.00        2           $1,600.00       0             $0.00      0              $0.00        0              $0.00      7           $5,600.00
                                                                     STREET & SITE CONSTRUCTION:                 $363,054.60                $463,852.00                  $238,039.00 SITE COSTS     $30,600.00                $60,275.00                  $45,900.00              $1,201,720.60
                                                                   CONSTRUCTION CONTINGENCIES:                    $36,300.00                 $46,400.00                   $23,800.00    TO BE        $3,100.00                 $6,000.00 SITE COSTS TO     $4,600.00                $120,200.00
                                                                             CONSTRUCTION COST:                  $399,354.60                $510,252.00                  $261,839.00 WRAPPED IN     $33,700.00                $66,275.00 BE WRAPPED IN    $50,500.00              $1,321,920.60
                                                           ESTIMATED ENGINEERING, ADMIN & LEGAL:                  $99,900.00                $127,600.00                   $65,500.00    WITH         $8,500.00                $16,600.00    WITH SAN      $12,700.00                $330,800.00
                                                                        STREET AND SITE SUBTOTAL:                $499,254.60                $637,852.00                  $327,339.00 WATERMAIN      $42,200.00                $82,875.00 SEWER MAIN       $63,200.00              $1,652,720.60

SIDEWALK
   38 REMOVE CONC WALK                                                SF            $3.00              0                $0.00       0             $0.00      100             $300.00     0               $0.00     0               $0.00      0                $0.00    100             $300.00
   39 4" CONCRETE WALK                                                SF            $9.00              0                $0.00       0             $0.00      2925         $26,325.00     0               $0.00     0               $0.00      0                $0.00   2925          $26,325.00
   40 6" CONCRETE WALK                                                SF            $13.00             0                $0.00       0             $0.00      385           $5,005.00     0               $0.00     0               $0.00      0                $0.00    385           $5,005.00
   40 TRUNCATED DOMES                                                 SF            $60.00             0                $0.00       0             $0.00       50           $3,000.00     0               $0.00     0               $0.00      0                $0.00     50           $3,000.00
                                                                        SIDEWALK CONSTRUCTION:                          $0.00                     $0.00                   $34,630.00                     $0.00                     $0.00                       $0.00                 $34,630.00
                                                                   CONSTRUCTION CONTINGENCIES:                          $0.00                     $0.00                    $3,500.00                     $0.00                     $0.00                       $0.00                  $3,500.00
                                                                            CONSTRUCTION COST:                          $0.00                     $0.00                   $38,130.00                     $0.00                     $0.00                       $0.00                 $38,130.00
                                                           ESTIMATED ENGINEERING, ADMIN & LEGAL:                        $0.00                     $0.00                    $9,600.00                     $0.00                     $0.00                       $0.00                  $9,600.00
                                                                            SIDEWALK SUBTOTAL:                          $0.00                     $0.00                   $47,730.00                     $0.00                     $0.00                       $0.00                 $47,730.00




H:\KENYON_CI_MN\24X134934000\2_Preliminary\A_Calculations\Preliminary Assessment\134934_PCE-Assessment Roll_v1.1.xlsx                         Page 1 of 4                                                                                                                                         48
                                                                                                                  PRELIMINARY ENGINEER'S ESTIMATE
                                                                                                                                2025 STREET & UTILITY IMPROVEMENTS
                                                                                                                                        CITY OF KENYON, MN
                                                                                                                                   BMI PROJECT NO.: 24X.134934.000
                                                                                                                                                                                                                                                                               Updated: 9/5/2024
ITEM                                                                                                      8TH STREET               LANGFORD AVENUE          5TH STREET (ALTERNATE)     2ND STREET WATERMAIN FOREST STREET M&O (ALTERNATE)   SANITARY SEWER LINING
 NO.                             ITEM                                UNIT         UNIT PRICE          QTY        AMOUNT            QTY       AMOUNT           QTY         AMOUNT         QTY       AMOUNT        QTY         AMOUNT           QTY        AMOUNT         QTY          TOTAL


SANITARY SEWER MAIN
  41 REMOVE SANITARY MANHOLE                                          EA            $600.00            2           $1,200.00        0            $0.00        0               $0.00      0              $0.00      0              $0.00        0               $0.00       2           $1,200.00
  42 REMOVE SANITARY SEWER PIPE                                       LF             $6.00            355          $2,130.00        0            $0.00        0               $0.00      0              $0.00      0              $0.00        0               $0.00     355           $2,130.00
  43 ADJUST EXISTING CASTING                                          EA           $2,500.00           0                $0.00       0             $0.00       0                $0.00     0               $0.00     0               $0.00       3            $7,500.00      3           $7,500.00
  44 CONSTRUCT SANITARY MANHOLE (48")                                 VF            $750.00           20          $15,000.00        0            $0.00        0               $0.00      0              $0.00      0              $0.00        0               $0.00     20           $15,000.00
  45 SANITARY SEWER CASTING ASSEMBLY                                  EA           $2,000.00           2           $4,000.00        0            $0.00        0               $0.00      0              $0.00      0              $0.00        0               $0.00      2            $4,000.00
  46 CONNECT TO EXIST SANITARY                                        EA           $3,000.00           1           $3,000.00        0            $0.00        0               $0.00      0              $0.00      0              $0.00        0               $0.00       1           $3,000.00
  47 8" PVC PIPE SEWER                                                LF             $80.00           355         $28,400.00        0            $0.00        0               $0.00      0              $0.00      0              $0.00        0               $0.00     355          $28,400.00
  48 SANITARY TRACER SYSTEM                                           LS           $3,000.00           1           $3,000.00        0            $0.00        0               $0.00      0              $0.00      0              $0.00        0               $0.00       1           $3,000.00
  49 8" CURED-IN-PLACE PIPE                                           LF             $50.00            0               $0.00        0            $0.00        0               $0.00      0              $0.00      0              $0.00      3435        $171,750.00    3435         $171,750.00
  50 SANITARY LATERAL REINSTATEMENT                                   EA            $200.00            0               $0.00        0            $0.00        0               $0.00      0              $0.00      0              $0.00       60          $12,000.00     60           $12,000.00
  51 TRIMMING PROTRUDING TAPS                                         EA            $400.00            0               $0.00        0            $0.00        0               $0.00      0              $0.00      0              $0.00       12           $4,800.00      12           $4,800.00
  52 SANITARY LATERAL GROUTING                                        EA           $1,500.00           0               $0.00        0            $0.00        0               $0.00      0              $0.00      0              $0.00       60          $90,000.00     60           $90,000.00
  53 ROOT CUTTING                                                     LF              $5.00            0               $0.00        0            $0.00        0               $0.00      0              $0.00      0              $0.00      3435         $17,175.00    3435          $17,175.00
  54 SANITARY MANHOLE REHABILITATION (SPRAY-ON)                       EA           $5,000.00           0               $0.00        0            $0.00        0               $0.00      0              $0.00      0              $0.00       11          $55,000.00     11           $55,000.00
  55 SANITARY SEWER BYPASSING                                         LS           $5,000.00           0               $0.00        0            $0.00        0               $0.00      0              $0.00      0              $0.00        1           $5,000.00      1            $5,000.00
  56 POINT REPAIR - SANITARY SEWER PIPE                               EA           $4,000.00           0               $0.00        0            $0.00        0               $0.00      0              $0.00      0              $0.00        6          $24,000.00       6          $24,000.00
  57 STREET PATCH (POINT REPAIR)                                      EA           $4,500.00           0               $0.00        0            $0.00        0               $0.00      0              $0.00      0              $0.00        6          $27,000.00      6           $27,000.00
  58 CCTV INSPECTION & CLEANING                                       LF              $4.50            0               $0.00        0            $0.00        0               $0.00      0              $0.00      0              $0.00      3435         $15,457.50    3435          $15,457.50
                                                                  SANITARY SEWER CONSTRUCTION:                     $56,730.00                     $0.00                        $0.00                     $0.00                     $0.00                  $429,682.50                $486,412.50
                                                                   CONSTRUCTION CONTINGENCIES:                      $5,700.00                     $0.00                        $0.00                     $0.00                     $0.00                   $43,000.00                 $48,700.00
                                                                             CONSTRUCTION COST:                    $62,430.00                     $0.00                        $0.00                     $0.00                     $0.00                  $472,682.50                $535,112.50
                                                           ESTIMATED ENGINEERING, ADMIN & LEGAL:                   $15,700.00                     $0.00                        $0.00                     $0.00                     $0.00                  $118,200.00                $133,900.00
                                                                       SANITARY SEWER SUBTOTAL:                    $78,130.00                     $0.00                        $0.00                     $0.00                     $0.00                  $590,882.50                $669,012.50

SANITARY SEWER SERVICE
  59 6" SANITARY SERVICE PIPE                                         LF            $55.00            400         $22,000.00        0            $0.00        0               $0.00      0              $0.00      0              $0.00       0                $0.00    400           $22,000.00
  60 PRESSURE SEWER SERVICE                                           LF            $50.00            100          $5,000.00        0            $0.00        0               $0.00      0              $0.00      0              $0.00       0                $0.00    100            $5,000.00
  61 8" x 6" SANITARY WYE                                             EA            $485.00           12           $5,820.00        0            $0.00        0               $0.00      0              $0.00      0              $0.00       0                $0.00     12            $5,820.00
                                                           SANITARY SEWER SERVICE CONSTRUCTION:                    $32,820.00                     $0.00                        $0.00                     $0.00                     $0.00                        $0.00                 $32,820.00
                                                                    CONSTRUCTION CONTINGENCIES:                     $3,300.00                     $0.00                        $0.00                     $0.00                     $0.00                        $0.00                  $3,300.00
                                                                             CONSTRUCTION COST:                    $36,120.00                     $0.00                        $0.00                     $0.00                     $0.00                        $0.00                 $36,120.00
                                                           ESTIMATED ENGINEERING, ADMIN & LEGAL:                    $9,100.00                     $0.00                        $0.00                     $0.00                     $0.00                        $0.00                  $9,100.00
                                                                SANITARY SEWER SERVICE SUBTOTAL:                   $45,220.00                     $0.00                        $0.00                     $0.00                     $0.00                        $0.00                 $45,220.00




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                                                                                                                  PRELIMINARY ENGINEER'S ESTIMATE
                                                                                                                                2025 STREET & UTILITY IMPROVEMENTS
                                                                                                                                        CITY OF KENYON, MN
                                                                                                                                   BMI PROJECT NO.: 24X.134934.000
                                                                                                                                                                                                                                                                                Updated: 9/5/2024
ITEM                                                                                                      8TH STREET               LANGFORD AVENUE          5TH STREET (ALTERNATE)      2ND STREET WATERMAIN FOREST STREET M&O (ALTERNATE)   SANITARY SEWER LINING
 NO.                             ITEM                               UNIT          UNIT PRICE          QTY        AMOUNT            QTY       AMOUNT           QTY         AMOUNT          QTY       AMOUNT        QTY         AMOUNT           QTY        AMOUNT        QTY           TOTAL


WATERMAIN
  62 TEMPORARY WATER SERVICE                                          LS          $20,000.00          0.52       $10,476.19        0.14      $2,857.14         0               $0.00     0.33         $6,666.67     0              $0.00       0               $0.00       1           $20,000.00
  63 REMOVE WATERMAIN PIPE                                            LF             $8.00            600         $4,800.00        980       $7,840.00       495           $3,960.00      20            $160.00     0              $0.00       0               $0.00     2095          $16,760.00
  64 REMOVE GATE VALVE & BOX                                          EA            $250.00             4         $1,000.00          4       $1,000.00         0               $0.00       3            $750.00     0              $0.00       0               $0.00       11           $2,750.00
  65 REMOVE HYDRANT                                                   EA            $500.00             2         $1,000.00          2       $1,000.00         0               $0.00       2          $1,000.00     0              $0.00       0               $0.00       6            $3,000.00
  66 CONNECT/DISCONNECT TO EXIST WATERMAIN                            EA           $1,600.00            4         $6,400.00         4        $6,400.00        2            $3,200.00       6          $9,600.00     0              $0.00       0               $0.00      16           $25,600.00
  67 4" GATE VALVE & BOX                                              EA           $3,400.00            1         $3,400.00          0           $0.00         0               $0.00       0              $0.00     0              $0.00       0               $0.00        1           $3,400.00
  68 6" GATE VALVE & BOX                                              EA           $3,700.00            4        $14,800.00          6      $22,200.00         2           $7,400.00       5         $18,500.00     0              $0.00       0               $0.00      17           $62,900.00
  69 8" GATE VALVE & BOX                                              EA           $4,500.00            2         $9,000.00          0           $0.00         0               $0.00       0              $0.00     0              $0.00       0               $0.00        2           $9,000.00
  70 10" GATE VALVE & BOX                                             EA           $5,500.00            0             $0.00          1       $5,500.00         0               $0.00       1          $5,500.00     0              $0.00       0               $0.00       2           $11,000.00
  71 HYDRANT                                                          EA           $6,500.00            2        $13,000.00          2      $13,000.00         0               $0.00       2         $13,000.00     0              $0.00       0               $0.00        6          $39,000.00
  72 6" WATERMAIN                                                     LF             $70.00            25         $1,750.00         45       $3,150.00         0               $0.00      20          $1,400.00     0              $0.00       0               $0.00       90           $6,300.00
  73 8" WATERMAIN                                                     LF             $80.00           600        $48,000.00          0           $0.00       495          $39,600.00       0              $0.00     0              $0.00       0               $0.00     1095          $87,600.00
  74 10" WATERMAIN                                                    LF             $92.00             0             $0.00        980      $90,160.00         0               $0.00       0              $0.00     0              $0.00       0               $0.00      980          $90,160.00
  75 10" WATERMAIN (HDD)                                              LF            $200.00             0             $0.00          0           $0.00         0               $0.00     880        $176,000.00     0              $0.00       0               $0.00      880         $176,000.00
  76 WATERMAIN FITTINGS                                               LB             $18.00           560        $10,080.00        900      $16,200.00       400           $7,200.00     800         $14,400.00     0              $0.00       0               $0.00     2660          $47,880.00
  77 TRACER WIRE (WATERMAIN)                                          LS           $8,000.00          0.18        $1,408.78        0.35      $2,806.00       0.14          $1,117.78     0.25         $2,009.24     0              $0.00       0               $0.00       1            $7,341.80
  78 ROCK EXCAVATION IN TRENCH                                        CY            $110.00            0              $0.00        100      $11,000.00         0               $0.00       0              $0.00     0              $0.00       0               $0.00      100          $11,000.00
  79 DIRECTIONAL DRILL SERVICE BELOW CSAH 12                          EA           $3,000.00           0              $0.00          0           $0.00         0               $0.00       2          $6,000.00     0              $0.00       0               $0.00       2            $6,000.00
  80 HARD SURFACE RESTORATION (2ND ST)                             DOLLAR            $1.00              0             $0.00          0           $0.00         0               $0.00    20000        $20,000.00     0              $0.00       0               $0.00    20000          $20,000.00
  81 TURF RESTORATION (2ND ST)                                     DOLLAR             $1.00             0             $0.00          0           $0.00         0               $0.00     5000         $5,000.00     0              $0.00       0               $0.00     5000           $5,000.00
                                                                      WATERMAIN CONSTRUCTION:                    $125,114.97                $183,113.15                    $62,477.78                $279,985.90                    $0.00                       $0.00                 $650,691.80
                                                                   CONSTRUCTION CONTINGENCIES:                    $12,500.00                 $18,300.00                     $6,200.00                 $28,000.00                    $0.00                       $0.00                  $65,000.00
                                                                            CONSTRUCTION COST:                   $137,614.97                $201,413.15                    $68,677.78                $307,985.90                    $0.00                       $0.00                 $715,691.80
                                                           ESTIMATED ENGINEERING, ADMIN & LEGAL:                  $34,500.00                 $50,400.00                    $17,200.00                 $77,000.00                    $0.00                       $0.00                 $179,100.00
                                                                          WATERMAIN SUBTOTAL:                    $172,114.97                $251,813.15                    $85,877.78                $384,985.90                    $0.00                       $0.00                 $894,791.80

WATER SERVICE
  82 1" CURB STOP & BOX                                               EA            $650.00            11          $7,150.00        5        $3,250.00        0                $0.00      8          $5,200.00      0              $0.00       0               $0.00      24           $15,600.00
  83 1" CORPORATION STOP & SADDLE                                     EA            $500.00            11          $5,500.00        5        $2,500.00        0                $0.00      8          $4,000.00      0              $0.00       0               $0.00     24            $12,000.00
  84 1" WATER SERVICE PIPE                                            LF             $45.00           385         $17,325.00       140       $6,300.00        0                $0.00     180         $8,100.00      0              $0.00       0               $0.00     705           $31,725.00
                                                                   WATER SERVICE CONSTRUCTION:                     $29,975.00                $12,050.00                         $0.00                $17,300.00                     $0.00                       $0.00                  $59,325.00
                                                                   CONSTRUCTION CONTINGENCIES:                      $3,000.00                 $1,200.00                         $0.00                 $1,700.00                     $0.00                       $0.00                   $5,900.00
                                                                             CONSTRUCTION COST:                    $32,975.00                $13,250.00                         $0.00                $19,000.00                     $0.00                       $0.00                  $65,225.00
                                                           ESTIMATED ENGINEERING, ADMIN & LEGAL:                    $8,300.00                 $3,400.00                         $0.00                 $4,800.00                     $0.00                       $0.00                  $16,500.00
                                                                         WATER SERVICE SUBTOTAL:                   $41,275.00                $16,650.00                         $0.00                $23,800.00                     $0.00                       $0.00                  $81,725.00




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                                                                                                                  PRELIMINARY ENGINEER'S ESTIMATE
                                                                                                                                 2025 STREET & UTILITY IMPROVEMENTS
                                                                                                                                         CITY OF KENYON, MN
                                                                                                                                    BMI PROJECT NO.: 24X.134934.000
                                                                                                                                                                                                                                                                              Updated: 9/5/2024
ITEM                                                                                                      8TH STREET                LANGFORD AVENUE          5TH STREET (ALTERNATE)     2ND STREET WATERMAIN FOREST STREET M&O (ALTERNATE)   SANITARY SEWER LINING
 NO.                             ITEM                               UNIT          UNIT PRICE          QTY        AMOUNT             QTY       AMOUNT           QTY         AMOUNT         QTY       AMOUNT        QTY         AMOUNT           QTY        AMOUNT        QTY         TOTAL


STORM SEWER
  85 REMOVE STORM PIPE, ALL SIZES                                     LF             $20.00            0                 $0.00       74        $1,480.00       82           $1,640.00     0               $0.00     0               $0.00      0                $0.00   156           $3,120.00
  86 REMOVE STORM STRUCTURE                                           EA            $650.00            0                 $0.00        2        $1,300.00        3           $1,950.00     0               $0.00     0               $0.00      0                $0.00    5            $3,250.00
  87 CONNECT TO EXISTING STORM                                        EA           $1,250.00           0                 $0.00       2         $2,500.00        3           $3,750.00     0               $0.00     0               $0.00      0                $0.00    5            $6,250.00
  88 CONSTRUCT DRAINAGE MANHOLE, DES 4020 - 60"                       VF           $1,350.00           0                 $0.00      32        $43,200.00       0                $0.00     0               $0.00     0               $0.00      0                $0.00   32           $43,200.00
  89 CONSTRUCT DRAINAGE MANHOLE, DES 4020 - 48"                       VF            $800.00            0                 $0.00      10         $8,000.00       0                $0.00     0               $0.00     0               $0.00      0                $0.00   10            $8,000.00
  90 CONSTRUCT DRAINAGE MANHOLE, DES R-1                              VF            $750.00            0                 $0.00      28        $21,000.00       15          $11,250.00     0               $0.00     0               $0.00      0                $0.00   43           $32,250.00
  91 STORM SEWER CASTING ASSEMBLY                                     EA           $1,200.00           0                 $0.00      12        $14,400.00        3           $3,600.00     0               $0.00     0               $0.00      0                $0.00   15           $18,000.00
  92 ROCK EXCAVATION IN TRENCH                                        CY            $110.00            0                $0.00       75        $8,250.00         0              $0.00      0              $0.00      0              $0.00       0               $0.00    75            $8,250.00
  93 12" PIPE SEWER                                                   LF             $60.00            0                 $0.00      115        $6,900.00       45           $2,700.00     0               $0.00     0               $0.00      0                $0.00   160           $9,600.00
  94 18" PIPE SEWER                                                   LF             $70.00            0                 $0.00      400       $28,000.00       37           $2,590.00     0               $0.00     0               $0.00      0                $0.00   437          $30,590.00
  95 24" PIPE SEWER                                                   LF            $100.00            0                 $0.00      315       $31,500.00        0               $0.00     0               $0.00     0               $0.00      0                $0.00   315          $31,500.00
                                                                    STORM SEWER CONSTRUCTION:                            $0.00               $166,530.00                   $27,480.00                     $0.00                     $0.00                       $0.00               $194,010.00
                                                                   CONSTRUCTION CONTINGENCIES:                           $0.00                $16,700.00                    $2,700.00                     $0.00                     $0.00                       $0.00                $19,400.00
                                                                            CONSTRUCTION COST:                           $0.00               $183,230.00                   $30,180.00                     $0.00                     $0.00                       $0.00               $213,410.00
                                                           ESTIMATED ENGINEERING, ADMIN & LEGAL:                         $0.00                $45,900.00                    $7,600.00                     $0.00                     $0.00                       $0.00                $53,500.00
                                                                         STORM SEWER SUBTOTAL:                           $0.00               $229,130.00                   $37,780.00                     $0.00                     $0.00                       $0.00               $266,910.00

TOTAL PROJECT COST SUMMARY                                              CONSTRUCTION SUBTOTAL:                   $607,694.57                  $825,545.15                 $362,626.78               $327,885.90                $60,275.00                 $475,582.50             $2,659,609.90
                                                                   CONSTRUCTION CONTINGENCIES:                    $60,800.00                   $82,600.00                  $36,200.00                $32,800.00                 $6,000.00                  $47,600.00               $266,000.00
                                                                            CONSTRUCTION COST:                   $668,494.57                  $908,145.15                 $398,826.78               $360,685.90                $66,275.00                 $523,182.50             $2,925,609.90
                                                           ESTIMATED ENGINEERING, ADMIN & LEGAL:                 $167,500.00                  $227,300.00                  $99,900.00                $90,300.00                $16,600.00                 $130,900.00               $732,500.00
                                                                       ESTIMATED PROJECT TOTAL:                  $835,994.57                $1,135,445.15                 $498,726.78               $450,985.90                $82,875.00                 $654,082.50             $3,658,109.90




H:\KENYON_CI_MN\24X134934000\2_Preliminary\A_Calculations\Preliminary Assessment\134934_PCE-Assessment Roll_v1.1.xlsx                          Page 4 of 4                                                                                                                                        51
Appendix C:   Preliminary Assessment Roll
              (Provided under separate cover)




                                                52
                                                                                                                                  PRELIMINARY ASSESSMENT ROLL
                                                                                                                                     2025 STREET & UTILITY IMPROVEMENTS
                                                                                                                                              CITY OF KENYON, MN
                                                                                                                                        BMI PROJECT NO.: 24X.134934.000
                                                                                                                                                                                                                                                                                                         Updated: 9/5/2024
                                                                                                FRONT                TOTAL PROJECT                                    STREET                           SIDEWALK                              WATER                     SANITARY SEWER                          TOTAL
                                                                                   LOT AREA    FOOTAGE   SIDE FOOTAGE FRONTAGE                              ASSESSABLE         COST           ASSESSABLE          COST                               COST        SANITARY          COST                     PRELIMINARY
      PROPERTY ADDRESS           PARCEL I.D.               PROPERTY OWNER            (SF)        (FT)         (FT)        (FT)          NOTE                FRONTAGE       (PROP OWNER)       FRONTAGE        (PROP OWNER)       WATER SERVICE   (PROP OWNER)     SERVICE      (PROP OWNER)    CREDITS      ASSESSMENT
                                                                                                                                                  (1)
            8th Street                                                                                                     ASSESSMENT RATE              =             $255.44 PER FT                      $0.00 PER FT                $3,143.27 PER CONNECT        $3,768.33 PER CONNECT
           (North Side)
717 FOREST ST                    665600070     LOGAN R FERCH                                       0         58            58             3                    11.60              $2,963.09       0                      $0.00         1             $3,143.27      0                $0.00                     $6,106.36
608 8TH ST                       665600090     SCOTT D & DEBRA L HOGY                             58          0            58                                  58.00             $14,815.43       0                      $0.00         1             $3,143.27      1              $3,768.33                  $21,727.04
612 8TH ST                       665600080     THOMAS E & ANNETTE THUNHORST                       58          0            58                                  58.00             $14,815.43       0                      $0.00         1             $3,143.27      1              $3,768.33                  $21,727.04
616 8TH ST                       665600100     LANCE & SARA LYNN HORST                            58          0            58                                  58.00             $14,815.43       0                      $0.00         1             $3,143.27      1              $3,768.33                  $21,727.04
622 8TH ST                       665600110     SANDRA L HOFFMAN                                   50          0            50                                  50.00             $12,771.93       0                      $0.00         1             $3,143.27      1              $3,768.33                  $19,683.53
626 8TH ST                       665600120     ALLAN J & CONNIE M TURNER                         58.25        0           58.25                                58.25             $14,879.29       0                      $0.00         1             $3,143.27      1              $3,768.33                  $21,790.90
626 8TH ST                       665600130     ALLAN J & CONNIE M TURNER                        148.25        0          148.25                               148.25             $37,868.76       0                      $0.00         1             $3,143.27      0                $0.00                    $41,012.03

           (South Side)
601 8TH ST                       665600200     ROXANNE R GATES                                    54          0            54                                  54.00             $13,793.68       0                      $0.00         1             $3,143.27      1              $3,768.33                  $20,705.28
605 8TH ST                       665600190     AARON & ELSA TORGESON                              54          0            54                                  54.00             $13,793.68       0                      $0.00         1             $3,143.27      1              $3,768.33                  $20,705.28
611 8TH ST                       665600180     MICHAEL O & KATHLEEN HOFFMAN                       54          0            54                                  54.00             $13,793.68       0                      $0.00         1             $3,143.27      1              $3,768.33                  $20,705.28
615 8TH ST                       665600170     MARK T MCNAMARA                                   108          0           108                                 108.00             $27,587.36       0                      $0.00         1             $3,143.27      1              $3,768.33                  $34,498.96
627 8TH ST                       665600150     THOMAS R GETTING & TAMI L BARRON                  108          0           108                                 108.00             $27,587.36       0                      $0.00         1             $3,143.27      1              $3,768.33                  $34,498.96
804 RED WING AVE                 665600140     RALPH & CYNTHIA VAN EPPS                            0        110.75       110.75           3                    22.15              $5,657.96       0                      $0.00         1             $3,143.27      1              $3,768.33                  $12,569.57

602 9TH ST                       665600210     AMBER GERDES                                       0           0            0                                   0.00                $0.00          0                      $0.00         0              $0.00         1              $3,768.33                  $3,768.33
             Totals                                                                              809                      977                                 842.25            $215,143.10       0                      $0.00        13           $40,862.50       12            $45,220.00                 $301,225.60
                                                                                                                                                  (1)
        Langford Avenue                                                                                                    ASSESSMENT RATE              =             $203.40 PER FT                      $0.00 PER FT                $3,143.27 PER CONNECT              $0.00 PER CONNECT
           (West Side)
722 PINE ST                      665400530     CHARLES D VOXLAND                                  0          140          140             3                    0.00                $0.00          0                      $0.00         1             $3,143.27      0               $0.00                     $3,143.27
717 MART ST                      665400370     MARY K HANSON                                      0          140          140             3                    0.00                $0.00          0                      $0.00         0               $0.00        0               $0.00                       $0.00
712 MART ST                      665400360     DOUGLAS E HENKE                                    0          143          143             3                    0.00                $0.00          0                      $0.00         0               $0.00        0               $0.00                       $0.00
                                663500020 &
2 LANGFORD AVE                   665400240     SARAH SHELTON                            9013     114          0           114             2                   60.09              $12,221.90       0                      $0.00         1             $3,143.27      0               $0.00                     $15,365.17
                                663500010 &
1 LANGFORD AVE                   665400250     SCOTT BOWEN                             11038     168          0           168             2                   73.59              $14,967.86       0                      $0.00         1             $3,143.27      0               $0.00                     $18,111.13

           (East Side)
19 LANGFORD AVE                  665401380     ROBERT KYLLO                             9016     236          0           236              2                   60.11             $12,225.96       0                      $0.00         1             $3,143.27      0               $0.00                     $15,369.23
17 LANGFORD AVE                  666600090     CEMSTONE CONCRETE MATERIALS             23786     267          0           267            2, 5                 158.57             $32,254.52       0                      $0.00         1             $3,143.27      0               $0.00                     $35,397.79
10 SLEE ST                       666600390     WILSTOR LLC                             62649     360          0           360           2, 4, 5               208.83             $42,476.95       0                      $0.00         0               $0.00        0               $0.00                     $42,476.95
             Totals                                                                             1145                     1568                                 561.18            $114,147.20       0                      $0.00         5           $15,716.35       0               $0.00                    $129,863.54
                                                                                                                                                  (1)
   2nd Street/County 12 Blvd                                                                                               ASSESSMENT RATE              =               $0.00 PER FT                      $0.00 PER FT                $3,143.27 PER CONNECT              $0.00 PER CONNECT
           (North Side)
133 SLEE ST                      666600250     MADALYN C PEITZ-GUNHUS                                                                                          0.00                $0.00          0                      $0.00         0               $0.00        0               $0.00                       $0.00
902 2ND ST                       666600240     AMBER M BROSSARD                                                                                                0.00                $0.00          0                      $0.00         1             $3,143.27      0               $0.00                     $3,143.27
1010 2ND ST                      666600260     RAFAEL LOMA-GONZALEZ                                                                                            0.00                $0.00          0                      $0.00         1             $3,143.27      0               $0.00                     $3,143.27
1018 2ND ST                      661400020     ELIZABETH A ENGEL                                                                                               0.00                $0.00          0                      $0.00         1             $3,143.27      0               $0.00                     $3,143.27
1022 2ND ST                      661400030     VIENNA GRAY & CINDY GRAY                                                                                        0.00                $0.00          0                      $0.00         1             $3,143.27      0               $0.00                     $3,143.27
1028 2ND ST                      661400090     DONALD S & VICKIE SKILLESTAD                                                                                    0.00                $0.00          0                      $0.00         1             $3,143.27      0               $0.00                     $3,143.27
1032 2ND ST                      661400080     CHRISTIE L GANNON                                                                                               0.00                $0.00          0                      $0.00         1             $3,143.27      0               $0.00                     $3,143.27

          (South Side)
903 2ND ST                       666600210     LOGAN MEYERS & ISABELLA R O'BRIEN                                                                               0.00                $0.00          0                      $0.00         1             $3,143.27      0               $0.00                     $3,143.27
1029 2ND ST                      661400210     ADRIAN ALGOT MOGREN                                                                                             0.00                $0.00          0                      $0.00         1             $3,143.27      0               $0.00                     $3,143.27
             Totals                                                                               0                        0                                   0.00                $0.00          0                      $0.00         8           $25,146.15       0               $0.00                     $25,146.15
                                                                                                                                                  (1)
5th Street (ALTERNATE)                                                                                                     ASSESSMENT RATE              =          $176.69 PER FT                        $25.76 PER FT                $3,143.27 PER CONNECT              $0.00 PER CONNECT
410 5TH ST                       665100040     KINGSBURY COURT LLC                    104275    429.88                    430         1a, 6                   300.00          $53,005.79         300                $7,728.89          0              $0.00         0                $0.00                    $60,734.67
400 6TH ST                       666800400     IND SCHOOL DIST NO 2172                131559    496.45                    496          4, 6                   248.23          $43,857.87       248.225              $6,395.01          0              $0.00         0                $0.00                    $50,252.88
             Totals                                                                              926                      926                                 548.23             $96,863.66      548               $14,123.90          0              $0.00         0               $0.00                    $110,987.55

BASE PROJECT TOTALS                                                                                                                                                             $329,290.30                          $0.00                         $81,725.00                     $45,220.00                 $456,235.30
BASE PROJECT + ALTERNATE (5TH STREET) TOTALS                                                                                                                                    $426,153.95                        $14,123.90                      $81,725.00                     $45,220.00                 $567,222.85

SEE ASSESSMENT SUMMARY ON NEXT PAGE




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ASSESSMENT SUMMARY                                                                       TOTAL
                                                                                        PROJECT       PERCENTAGE ASSESSABLE         ASSESSABLE FRONTAGE
                PROJECT COMPONENT                  TOTAL PROJECT COST                     COST         ASSESSED PROJECT COST              OR UNITS                      ASSESSMENT RATE        NOTES   NOTES:
STREET & SITE                                                                                                                                                                                             1 Assessment Policy, Section IV.1: 50' minimum, 150' maximum
               8TH STREET (36' URBAN RECONST)         $499,254.60                     $499,254.60        50%       $249,627.30        977      FT                 $255.44        PER FT                     1a. Lot charged (2) 150' maximums since lot is subdividable into 2 lots
     LANGFORD AVENUE (25'-30' URBAN RECONST)          $637,852.00                     $637,852.00        50%       $318,926.00       1568      FT                 $203.40        PER FT                   2 Assessment Policy, Section IV.3: Odd & Rectangular Lots (50 x Lot Area/7,500)
     ALTERNATE 5TH STREET (25' URBAN RECONST)         $327,339.00                     $327,339.00        50%       $163,669.50        926      FT                 $176.69        PER FT                   3 Assessment Policy, Section IV.6.A.i: Corner Lot - 20% of side footage
     ALTERNATE FOREST STREET (MILL & OVERLAY)          $82,875.00                      $82,875.00         0%          $0.00                                                                               4 Assessment Policy, Section IV.6.A.ii: Corner Lot - Non-Residential - 50% of side footage
SIDEWALK                                                                                                                                                                                                  5 Only used portion of lot abutting improvements for area calculation
     ALTERNATE 5TH STREET (25' URBAN RECONST)          $47,730.00                      $47,730.00         50%      $23,865.00         926      FT                     $25.76     PER FT                   6 Direct use of actual frontage used because area calculation resulted in increased frontage
SANITARY SEWER
                     8TH STREET (SANITARY MAIN)        $78,130.00                      $78,130.00         0%         $0.00
                  8TH STREET (SANITARY SERVICES)       $45,220.00                      $45,220.00        100%      $45,220.00         12       CONNECT            $3,768.33      PER CONNECT
    SANITARY SEWER LINING (FOREST, SPRING, PINE,      $654,082.50                     $654,082.50         0%         $0.00
WATER SYSTEM
                        8TH STREET (WATERMAIN)        $172,114.97                     $172,114.97         0%         $0.00
                 LANGFORD AVENUE (WATERMAIN)          $251,813.15                     $251,813.15         0%         $0.00
             ALTERNATE 5TH STREET (WATERMAIN)          $85,877.78                      $85,877.78         0%         $0.00
                        2ND STREET (WATERMAIN)        $427,185.90                     $427,185.90         0%         $0.00
  8TH ST, LANGFORD AVE, 2ND ST (WATER SERVICES)        $81,725.00                      $81,725.00        100%      $81,725.00         26       CONNECT            $3,143.27      PER CONNECT
STORM SEWER
                   LANGFORD AVE (STORM SEWER)          $229,130.00                     $229,130.00        0%          $0.00
            ALTERNATE 5TH STREET (STORM SEWER)          $37,780.00                      $37,780.00        0%          $0.00
                                         TOTALS       $3,658,109.90                   $3,658,109.90                $883,032.80
                                                            OK



SUMMARY OF CITY COSTS
ITEM                                                      COST
NON-ASSESSABLE STREET & SITE                                          $1,121,166.65
NON-ASSESSABLE SIDEWALK                                                  $33,606.10
SANITARY SEWER                                                          $732,212.50
WATERMAIN                                                               $936,991.80
STORM SEWER                                                             $266,910.00
                               CITY COST TOTAL:                       $3,090,887.05
                                                                                OK
SUMMARY OF ASSESSABLE COSTS
ITEM                                                      COST
STREET & SITE                                                           $426,153.95
SIDEWALK                                                                 $14,123.90
SANITARY SEWER SERVICES                                                  $45,220.00
WATER SERVICES                                                           $81,725.00                   % OF TOTAL ASSESSED        % OF TOTAL ASSESSED (LESS UTILITY)
                       ASSESSABLE COST TOTAL:                           $567,222.85                      15.5%                       35.6%
                                                                                OK




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                                      RESOLUTION 2024-20
                                       CITY OF KENYON
                                     COUNTY OF GOODHUE
                                     STATE OF MINNESOTA

 RESOLUTION RECEIVING FEASIBILITY REPORT AND CALLING HEARING ON
               2025 STREET & UTILITY IMPROVEMENTS
WHEREAS, pursuant to resolution of the council adopted May 14, 2024, a report has been
prepared by Bolton & Menk, Inc. with reference to proposed 2025 Street & Utility Improvements,
as generally described below:
       Street/Area            From                    To                        General Scope
     nd
    2 St               Slee St            Mantorville Rd                   Water Replacement
    Langford Ave       Pine St            Mogren Hill                      Full Reconstruction
    Spring St          1st St             2nd St                           Sanitary lining & repairs
    Pine St            Slee St            Pearl Creek                      Sanitary lining & repairs
    Pearl Creek Main   2nd St             Pearl Creek (north of 2nd St)    Sanitary lining & repairs
    Forest St          3rd St             8th St                           Sanitary lining & repairs
                                                                           and pavement overlay
    8th St             Forest St          Red Wing Ave                     Full Reconstruction
    5th St             Bullis St          Spring St                        Full Reconstruction
and this report was received by the council on September 10, 2024, and
WHEREAS, the report provides information regarding whether the proposed improvement is
necessary, cost-effective, and feasible; whether it should best be made as proposed or in connection
with some other improvement; the estimated cost of the improvement as recommended; and a
description of the methodology used to calculate individual assessments for affected parcels.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF KENYON,
MINNESOTA:

   1. The council will consider the improvement of such street in accordance with the report and
      the assessment of abutting or otherwise benefitting property for all or a portion of the cost
      of the improvement pursuant to Minnesota Statutes, Chapter 429 at an estimated total cost
      of the improvement of approximately $3,660,000.

   2. A public hearing shall be held on such proposed improvement on the 8th day of October,
      2024, in the council chambers of the city hall at 7:00 p.m. and the deputy city clerk shall
      give mailed and published notice of such hearing and improvement as required by law.
Adopted by the City Council of the City of Kenyon on this 10th day of September, 2024.




ATTEST                                                                    Douglas Henke, Mayor
                    ________________
Holli Gudknecht, Deputy City Clerk

                                                                                                       55
                                                                         AGENDA ITEM NO.
                                                                         VIII.A


 Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                             September 10, 2024

SUBMITTED BY:                     Holli Gudknecht, Legal

ITEM TYPE:                        Legal

AGENDA SECTION:                   LEGAL

SUBJECT:                          Temporary Waiver of City Code for Downtown Kenyon Fall Festival

SUGGESTED ACTION:                 See attached.

                                  To be approved as part of the consent agenda, unless the Council
                                  wished to remove this item from the consent agenda for separate
                                  consideration.

ATTACHMENTS:
Waiver of City Code for Fall Festival.pdf
Fall Festival Flyers.pdf




                                                                                                     56
57
58
59
60
                                                                       AGENDA ITEM NO. IX.A


Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                         September 10, 2024

SUBMITTED BY:                 Holli Gudknecht, Finance

ITEM TYPE:                    Financial

AGENDA SECTION:               FINANCIAL

SUBJECT:                      Financials for 9-10-24 council meeting

SUGGESTED ACTION:

ATTACHMENTS:
City Enterprise Funds Profit Loss Summary By Fund YTD©.pdf
CITY OF KENYON Expense Summary.pdf
CITY OF KENYON Revenue Summary.pdf




                                                                                              61
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                                      CITY OF KENYON
                                                                                               Page 1
                             *Profit Loss Summary By Fund YTD©

                                         As of AUGUST 2024
                                                                AUGUST 2024        YTD Totals

602 SANITARY SEWER
         Revenues                                                    $57,221.26   $231,790.34
         Expenditures                                                $52,720.40   $389,774.97
             Gain(Loss) SANITARY SEWER                               $4,500.86    ($157,984.63)
605 STORM SEWER
        Revenues                                                     $11,067.26    $52,749.65
        Expenditures                                                 $11,412.37   $101,184.35
             Gain(Loss) STORM SEWER                                   ($345.11)    ($48,434.70)
609 LIQUOR
         Revenues                                                   $107,384.07   $603,055.42
         Expenditures                                                $96,309.43   $598,462.00
             Gain(Loss) LIQUOR                                      $11,074.64      $4,593.42

                        Grand Total CITY OF KENYON Gain(Loss)        $15,230.39   ($201,825.91)




                                                                                                        62
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                                                                     CITY OF KENYON
                                                                                                                                         Page 1
                                                             CITY OF KENYON Expense Summary

                                                               AUGUST           2024                    %YTD
             Account           Last Dim Descr                 2024 Amt       YTD Amt    2024 Budget     Budget     2023 Amt

101 GENERAL FUND

      41000 GENERAL GOVERNMENT
             E 101-41000-609 LOAN PRINCIPAL-INTERFUND K           $0.00         $0.00         $0.00     0.00%          $1.00
      41000 GENERAL GOVERNMENT                                    $0.00         $0.00         $0.00     0.00%          $1.00

      41110 CITY COUNCIL
             E 101-41110-101   SALARIES - REGULAR                 $0.00     $9,527.16    $11,660.00    81.71%     $12,545.00
             E 101-41110-122   FICA - EMPLOYER SHARE              $0.00       $537.95       $920.00    58.47%        $889.78
             E 101-41110-142   UNEMPLOYMENT COMPENSATI            $0.00        $29.70         $0.00     0.00%          $0.00
             E 101-41110-150   INSURANCE - WORKERS COMP           $4.31        $33.43        $50.00    66.86%        $107.72
             E 101-41110-311   CONFERENCE & TRAINING              $0.00         $0.00       $350.00      0.00%       $134.30
             E 101-41110-331   TRAVEL EXPENSE                     $0.00         $0.00       $200.00      0.00%         $0.00
             E 101-41110-430   MISCELLANEOUS                      $0.00        $78.42         $0.00      0.00%        $10.00
             E 101-41110-433   DUES AND SUBSCRIPTIONS             $0.00     $4,215.38       $100.00   4215.38%     $7,658.74
      41110 CITY COUNCIL                                          $4.31    $14,422.04    $13,280.00    108.60%    $21,345.54

      41310 CITY ADMINISTRATION
             E 101-41310-100   SALARIES - PART TIME           $1,576.72     $2,527.12    $17,214.75    14.68%     $18,118.78
             E 101-41310-101   SALARIES - REGULAR             $9,531.47   $134,767.55   $177,702.00    75.84%    $183,046.60
             E 101-41310-102   SALARIES - OVERTIME            $2,749.05     $9,749.71         $0.00     0.00%      $9,631.93
             E 101-41310-121   PERA - EMPLOYER SHARE          $1,002.81    $10,997.86    $14,621.00    75.22%     $16,012.25
             E 101-41310-122   FICA - EMPLOYER SHARE          $1,022.87    $11,093.51    $14,910.00    74.40%      $5,459.73
             E 101-41310-130   INSURANCE - MED/DENT/LIFE/     $2,584.63    $36,478.06    $89,645.00    40.69%     $88,151.95
             E 101-41310-131   EMPLOYER H.S.A.EXPENSE             $0.00     $1,237.50         $0.00     0.00%          $0.00
             E 101-41310-142   UNEMPLOYMENT COMPENSATI            $0.00        $63.55         $0.00     0.00%          $0.00
             E 101-41310-150   INSURANCE - WORKERS COMP          $74.12       $575.81       $870.00    66.19%      $1,900.00
             E 101-41310-311   CONFERENCE & TRAINING              $0.00         $0.00     $1,500.00     0.00%        $676.29
             E 101-41310-324   OUTSIDE SERVICES               $9,926.52    $26,805.71         $0.00     0.00%     $21,815.03
             E 101-41310-331   TRAVEL EXPENSE                     $0.00       $281.40     $1,500.00    18.76%        $511.98
             E 101-41310-342   TRAINING FEES                      $0.00      -$100.00         $0.00     0.00%          $0.00
             E 101-41310-360   INSURANCE - PROPERTY/LIABIL       $96.88       $751.17       $960.00    78.25%      $1,565.67
             E 101-41310-430   MISCELLANEOUS                      $0.00        $33.75         $0.00     0.00%        $120.52
             E 101-41310-433 DUES AND SUBSCRIPTIONS               $0.00       $663.00     $1,100.00    60.27%      $2,956.18
      41310 CITY ADMINISTRATION                              $28,565.07   $235,925.70   $320,022.75    73.72%    $349,966.91

      41410 ELECTIONS
             E 101-41410-103   ELECTION JUDGE PAY                 $0.00         $0.00     $2,500.00     0.00%         $0.00
             E 101-41410-331   TRAVEL EXPENSE                     $0.00         $0.00         $0.00     0.00%       $941.25


 63
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                                                                                                                                    Page 2
                                                             AUGUST          2024                   %YTD
            Account           Last Dim Descr                2024 Amt      YTD Amt    2024 Budget    Budget    2023 Amt
            E 101-41410-430   MISCELLANEOUS                    $0.00       $83.69          $0.00    0.00%       $480.00
     41410 ELECTIONS                                           $0.00       $83.69      $2,500.00    3.35%     $1,421.25

     41530 AUDITING
            E 101-41530-301   AUDITING                         $0.00    $14,757.50    $15,000.00   98.38%    $43,557.17
     41530 AUDITING                                            $0.00    $14,757.50    $15,000.00   98.38%    $43,557.17

     41610 CITY ATTORNEY
            E 101-41610-304   LEGAL                         $5,822.75   $60,676.56    $25,000.00   242.71%   $48,390.03
     41610 CITY ATTORNEY                                    $5,822.75   $60,676.56    $25,000.00   242.71%   $48,390.03

     41700 CITY ENGINEER
            E 101-41700-303   ENGINEERING                      $0.00    $10,360.00    $10,000.00   103.60%   $14,400.00
     41700 CITY ENGINEER                                       $0.00    $10,360.00    $10,000.00   103.60%   $14,400.00

     41940 GENERAL GOVERNMENT
            E 101-41940-116   SALARIES -WEBSITE ADMIN           $0.00    $3,346.11     $7,036.05   47.56%     $6,750.91
            E 101-41940-121   PERA - EMPLOYER SHARE             $0.00      $209.41       $528.00   39.66%       $528.88
            E 101-41940-122   FICA - EMPLOYER SHARE             $0.00      $241.25       $537.00   44.93%       $130.55
            E 101-41940-130   INSURANCE - MED/DENT/LIFE/      $232.42    $2,034.76     $3,783.00   53.79%     $3,650.97
            E 101-41940-131   EMPLOYER H.S.A.EXPENSE        $3,600.04    $4,912.56         $0.00    0.00%     $1,218.75
            E 101-41940-150   INSURANCE - WORKERS COMP          $2.76       $21.45        $40.00   53.63%        $70.39
            E 101-41940-200   OFFICE SUPPLIES                 $231.13    $1,723.22     $2,800.00   61.54%     $2,001.07
            E 101-41940-210   OPERATING SUPPLIES & EXPEN      $457.01    $2,971.41    $10,000.00   29.71%     $4,747.00
            E 101-41940-302   SAFETY CLASS/DRUG & ALCOH         $0.00    $3,163.16     $4,700.00    67.30%    $6,350.63
            E 101-41940-308   OUTSIDE JANITORIAL SERVICE    $1,346.83   $11,724.64    $15,690.00    74.73%   $17,202.73
            E 101-41940-309   COMPUTER SUPPORT              $1,203.43    $6,697.19     $2,500.00   267.89%    $6,494.00
            E 101-41940-321   UTILITIES-PHONE/INTERNET/C      $562.08    $7,458.81     $9,700.00    76.89%   $10,976.62
            E 101-41940-324   OUTSIDE SERVICES                  $0.00      $678.32         $0.00     0.00%        $0.00
            E 101-41940-335   MISC BANK CHARGES                 $0.00       $45.00       $200.00    22.50%       $95.00
            E 101-41940-339   PAY PAL FEES                      $5.69       $85.16        $50.00   170.32%      $118.62
            E 101-41940-340   ADVERTISING                       $0.00    $1,932.75     $3,500.00    55.22%    $1,628.34
            E 101-41940-360   INSURANCE - PROPERTY/LIABIL     $908.91    $7,047.00     $7,000.00   100.67%   $13,729.92
            E 101-41940-381   UTILITIES-ELECTRIC & WATER      $323.07    $2,019.60     $3,665.00    55.11%    $3,359.79
            E 101-41940-383   UTILITIES-NATURAL GAS            $41.38      $994.30     $1,580.00    62.93%    $3,107.00
            E 101-41940-384   UTILITIES-REFUSE/RECYCLING      $42.56       $340.45       $455.00    74.82%      $559.58
            E 101-41940-385   UTILITIES-SEWER CHARGES        $163.25     $1,235.33     $1,120.00   110.30%    $1,159.37
            E 101-41940-400   REPAIRS AND MAINT               $76.64     $6,338.19     $3,500.00   181.09%    $4,268.44
            E 101-41940-430   MISCELLANEOUS                   $67.94     $2,358.19     $7,000.00    33.69%    $2,680.81
            E 101-41940-433   DUES AND SUBSCRIPTIONS         $155.59     $4,759.92     $7,000.00    68.00%   $12,624.01
            E 101-41940-490   DONATIONS                        $0.00     $2,000.00     $2,000.00   100.00%    $2,000.00


64
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                                                                                                                                        Page 3
                                                             AUGUST            2024                    %YTD
           Account           Last Dim Descr                 2024 Amt        YTD Amt    2024 Budget     Budget     2023 Amt
           E 101-41940-501   CAPITAL OUTLAY                -$5,583.54         $0.00      $8,500.00     0.00%      $7,893.00
           E 101-41940-609   LOAN PRINCIPAL-INTERFUND K         $0.00    $53,000.00      $8,000.00   662.50%          $0.00
            E 101-41940-610 LOAN INTEREST - INTERFUND           $0.00      $1,478.00     $4,000.00     36.95%         $0.00
            E 101-41940-725 TRANSFER TO GENERAL FUND            $0.00   -$300,000.00         $0.00      0.00%         $0.00
     41940 GENERAL GOVERNMENT                               $3,837.19   -$171,183.82   $114,884.05   -149.01%   $113,346.38

     42100 LAW ENFORCEMENT
           E 101-42100-100   SALARIES - PART TIME           $3,716.35    $17,382.36     $19,000.00    91.49%     $11,928.17
           E 101-42100-101   SALARIES - REGULAR            $31,112.47   $182,154.88    $239,294.05    76.12%    $234,294.99
           E 101-42100-102   SALARIES - OVERTIME            $3,312.98    $19,588.09     $31,000.00    63.19%     $24,446.02
           E 101-42100-106   SALARIES - TRAINING                $0.00         $0.00          $0.00     0.00%        $997.86
           E 101-42100-112   SALARIES - ADMIN                   $0.00         $0.00          $0.00     0.00%     $19,708.44
           E 101-42100-117   LAWENF.SAL./SP PROG/GRANT          $0.00     $1,119.80          $0.00     0.00%          $0.00
           E 101-42100-121   PERA - EMPLOYER SHARE          $6,540.69    $36,883.94     $49,195.00    74.97%     $50,611.00
           E 101-42100-122   FICA - EMPLOYER SHARE          $1,740.46     $7,247.92      $5,754.00   125.96%      $1,801.52
           E 101-42100-130   INSURANCE - MED/DENT/LIFE/     $1,392.51    $15,308.15     $24,323.00    62.94%     $27,716.86
           E 101-42100-131   EMPLOYER H.S.A.EXPENSE         $1,312.50     $3,862.52          $0.00     0.00%      $1,218.76
           E 101-42100-142   UNEMPLOYMENT COMPENSATI            $0.00       $144.29          $0.00     0.00%          $0.00
           E 101-42100-150   INSURANCE - WORKERS COMP       $1,405.05    $10,914.55     $10,060.00   108.49%     $20,824.94
           E 101-42100-210   OPERATING SUPPLIES & EXPEN       $959.04    $11,065.18      $7,500.00   147.54%     $23,036.61
           E 101-42100-211   CLEANING SUPPLIES                  $0.00       $245.24          $0.00     0.00%          $0.00
           E 101-42100-212   MOTOR FUELS, LUBES, ADDITIV      $977.31     $7,994.24      $6,500.00   122.99%     $11,728.00
           E 101-42100-213   FIREARM AND AMMO PURCHAS           $0.00       $749.30          $0.00     0.00%      $1,612.89
           E 101-42100-222   TIRES                              $0.00         $0.00      $1,500.00     0.00%        $266.78
           E 101-42100-304   LEGAL                          $2,233.00    $13,105.00     $13,800.00    94.96%     $13,284.94
           E 101-42100-307   CONTRACT SERVICES                 $40.90     $3,767.98      $3,600.00   104.67%      $8,600.22
           E 101-42100-311   CONFERENCE & TRAINING            $549.00     $4,296.23      $3,000.00   143.21%      $2,747.72
           E 101-42100-321   UTILITIES-PHONE/INTERNET/C       $491.56     $4,340.97      $4,220.00   102.87%      $6,540.48
           E 101-42100-331   TRAVEL EXPENSE                     $0.00        $37.52        $500.00     7.50%          $0.00
           E 101-42100-339   PAY PAL FEES                       $0.00        $10.54          $0.00     0.00%         $15.54
           E 101-42100-340   ADVERTISING                      $179.00       $179.00        $750.00    23.87%      $2,184.35
           E 101-42100-360   INSURANCE - PROPERTY/LIABIL    $1,838.34    $14,253.05     $15,470.00    92.13%     $29,017.36
           E 101-42100-381   UTILITIES-ELECTRIC & WATER       $275.38     $1,610.02      $1,000.00   161.00%      $2,224.37
           E 101-42100-383   UTILITIES-NATURAL GAS              $0.00     $2,982.81      $1,500.00   198.85%      $1,221.44
           E 101-42100-384   UTILITIES-REFUSE/RECYCLING       $33.19         $265.52       $400.00    66.38%        $432.07
           E 101-42100-385   UTILITIES-SEWER CHARGES           $0.00           $0.00       $300.00     0.00%        $189.69
           E 101-42100-400   REPAIRS AND MAINT               $270.00       $4,387.72     $4,000.00   109.69%      $5,945.04
           E 101-42100-418   UNIFORMS                         $85.96       $2,272.16     $2,400.00    94.67%      $6,607.70
           E 101-42100-429   PERMITS AND LICENSES              $0.00          $91.94     $1,200.00     7.66%          $0.00
           E 101-42100-430   MISCELLANEOUS                    $99.12       $1,598.83     $1,000.00   159.88%      $3,523.94
           E 101-42100-433   DUES AND SUBSCRIPTIONS            $0.00       $3,441.84     $3,300.00   104.30%      $2,926.57

65
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                                                                                                                                          Page 4
                                                                 AUGUST           2024                   %YTD
            Account           Last Dim Descr                    2024 Amt       YTD Amt    2024 Budget    Budget     2023 Amt
            E 101-42100-501   CAPITAL OUTLAY                   $47,122.60    $50,355.00    $48,500.00   103.82%     $6,796.94
            E 101-42100-740   TRANSFER TO CAPITAL FUND              $0.00     $4,832.40     $9,000.00    53.69%     $9,000.00
     42100 LAW ENFORCEMENT                                    $105,687.41   $426,488.99   $508,066.05   83.94%    $531,451.21

     43100 STREETS
            E 101-43100-101   SALARIES - REGULAR               $14,818.93    $73,788.89   $105,495.60   69.95%     $96,742.47
            E 101-43100-102   SALARIES - OVERTIME                   $0.00     $2,126.15     $8,925.00   23.82%     $12,670.37
            E 101-43100-121   PERA - EMPLOYER SHARE               $969.33     $5,518.61     $7,964.25   69.29%      $8,521.12
            E 101-43100-122   FICA - EMPLOYER SHARE             $1,140.84     $5,637.99     $8,785.00   64.18%      $2,337.96
            E 101-43100-130   INSURANCE - MED/DENT/LIFE/        $2,736.33    $22,404.93    $41,082.00   54.54%     $35,760.50
            E 101-43100-131   EMPLOYER H.S.A.EXPENSE                $0.00     $1,500.01         $0.00    0.00%      $1,078.12
            E 101-43100-142   UNEMPLOYMENT COMPENSATI               $0.00        $41.90         $0.00    0.00%          $0.00
            E 101-43100-150   INSURANCE - WORKERS COMP            $531.78     $4,130.97     $6,825.00   60.53%     $13,756.76
            E 101-43100-151   INSURANCE - WORK COMP DED            $0.00          $0.00         $0.00    0.00%      $1,000.00
            E 101-43100-210   OPERATING SUPPLIES & EXPEN          $64.69      $2,824.72    $10,000.00   28.25%     $10,429.00
            E 101-43100-212   MOTOR FUELS, LUBES, ADDITIV        $564.84      $3,852.03    $12,000.00   32.10%     $11,919.00
            E 101-43100-224   STREET MAINTENANCE                   $0.00     $12,647.41    $80,000.00   15.81%     $78,457.78
            E 101-43100-225   BOULEVARD of ROSES                  $34.36        $375.17     $2,000.00   18.76%      $1,521.76
            E 101-43100-311   CONFERENCE & TRAINING                $0.00          $0.00       $500.00    0.00%          $0.00
            E 101-43100-321   UTILITIES-PHONE/INTERNET/C          $40.73        $839.58     $1,255.00   66.90%      $1,530.00
            E 101-43100-360   INSURANCE - PROPERTY/LIABIL        $644.60      $4,997.76     $7,526.00   66.41%      $9,405.55
            E 101-43100-381   UTILITIES-ELECTRIC & WATER         $181.36      $1,241.18     $1,625.00   76.38%      $2,190.09
            E 101-43100-383   UTILITIES-NATURAL GAS               $38.87      $2,005.14     $4,500.00   44.56%      $4,229.52
            E 101-43100-384   UTILITIES-REFUSE/RECYCLING          $42.55        $340.43       $555.00   61.34%        $553.97
            E 101-43100-385   UTILITIES-SEWER CHARGES             $139.07     $1,016.44     $1,600.00   63.53%      $1,610.17
            E 101-43100-400   REPAIRS AND MAINT                   $215.80    $12,854.17    $14,000.00   91.82%     $20,113.72
            E 101-43100-414   OSHA/SAFETY CLOTH. & EQUIP            $0.00       $170.27       $700.00   24.32%        $535.77
            E 101-43100-418   UNIFORMS                             $42.25       $237.98       $500.00   47.60%        $740.57
            E 101-43100-430   MISCELLANEOUS                         $0.00         $0.00       $450.00    0.00%         $52.50
            E 101-43100-505   GIS Operation and Maintenance       $255.50     $2,239.25         $0.00    0.00%          $0.00
            E 101-43100-606   CAPITAL LEASE PRINCIPAL               $0.00         $0.00    $13,652.00    0.00%    $148,637.87
            E 101-43100-619   CAPITAL LEASE INTEREST                $0.00         $0.00     $1,385.00    0.00%      $8,370.52
            E 101-43100-740   TRANSFER TO CAPITAL FUND              $0.00         $0.00    $45,000.00    0.00%     $45,000.00
     43100 STREETS                                             $22,461.83   $160,790.98   $376,324.85   42.73%    $517,165.09

     43160 STREET LIGHTING
            E 101-43160-387   UTILITIES-STR. LIGHTS - ALLEY     $1,766.33    $16,839.22    $23,420.00   71.90%     $26,247.72
            E 101-43160-388   UTILITIES-STR. LIGHTS-MAIN/G        $228.47     $2,194.56     $3,790.00   57.90%      $3,646.04
     43160 STREET LIGHTING                                      $1,994.80    $19,033.78    $27,210.00   69.95%     $29,893.76

     43250 RECYCLING


66
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                                                                                                                                       Page 5
                                                              AUGUST           2024                   %YTD
            Account           Last Dim Descr                 2024 Amt       YTD Amt    2024 Budget    Budget     2023 Amt
            E 101-43250-386   RECYCLING                          $0.00    $27,035.00         $0.00    0.00%     $46,360.00
     43250 RECYCLING                                             $0.00    $27,035.00         $0.00    0.00%     $46,360.00

     45124 SWIMMING POOL
            E 101-45124-100   SALARIES - PART TIME          $19,776.55    $49,528.09    $38,818.50   127.59%    $44,766.95
            E 101-45124-101   SALARIES - REGULAR               $706.72     $1,491.12     $1,606.50    92.82%     $3,717.04
            E 101-45124-102   SALARIES - OVERTIME                $0.00         $0.00     $1,606.50     0.00%     $1,525.04
            E 101-45124-121   PERA - EMPLOYER SHARE             $53.01       $738.59       $270.00   273.55%       $377.11
            E 101-45124-122   FICA - EMPLOYER SHARE          $1,580.13     $3,880.02     $3,133.00   123.84%     $3,815.07
            E 101-45124-130   INSURANCE - MED/DENT/LIFE/       $133.71     $1,059.84       $645.00   164.32%     $1,736.69
            E 101-45124-150   INSURANCE - WORKERS COMP         $161.00     $1,250.69     $1,780.00    70.26%     $3,982.06
            E 101-45124-210   OPERATING SUPPLIES & EXPEN        $33.35     $1,371.86     $2,500.00    54.87%     $2,829.18
            E 101-45124-216   CHEMICALS                          $0.00     $6,660.29     $5,000.00   133.21%     $4,490.01
            E 101-45124-250   MERCHANDISE FOR RESALE           $131.17     $2,442.01     $2,500.00    97.68%     $3,516.28
            E 101-45124-311   CONFERENCE & TRAINING              $0.00         $0.00     $1,200.00     0.00%     $1,536.06
            E 101-45124-321   UTILITIES-PHONE/INTERNET/C       $139.96       $836.66       $755.00   110.82%     $1,195.30
            E 101-45124-331   TRAVEL EXPENSE                     $0.00         $0.00         $0.00     0.00%       $122.20
            E 101-45124-339   PAY PAL FEES                      $11.10       $178.19         $0.00     0.00%         $3.87
            E 101-45124-340   ADVERTISING                        $0.00         $0.00       $180.00     0.00%        $73.50
            E 101-45124-360   INSURANCE - PROPERTY/LIABIL      $233.50     $1,810.32     $3,450.00    52.47%     $3,671.45
            E 101-45124-381   UTILITIES-ELECTRIC & WATER     $1,447.88     $5,796.98     $5,480.00   105.78%     $5,101.88
            E 101-45124-383   UTILITIES-NATURAL GAS            $786.27     $4,410.44     $5,500.00    80.19%     $4,943.94
            E 101-45124-384   UTILITIES-REFUSE/RECYCLING         $0.00        $80.00       $100.00    80.00%         $0.00
            E 101-45124-385   UTILITIES-SEWER CHARGES        $1,157.60     $5,014.85     $3,910.00   128.26%     $4,189.74
            E 101-45124-400   REPAIRS AND MAINT                 $49.99    $13,495.22     $5,000.00   269.90%     $1,024.82
            E 101-45124-418   UNIFORMS                           $0.00       $935.00       $850.00   110.00%       $815.27
            E 101-45124-429   PERMITS AND LICENSES               $0.00         $0.00       $900.00     0.00%     $1,740.00
            E 101-45124-430   MISCELLANEOUS                      $0.00         $0.00       $300.00     0.00%       $169.13
            E 101-45124-501   CAPITAL OUTLAY                     $0.00         $0.00         $0.00     0.00%     $6,361.50
            E 101-45124-740   TRANSFER TO CAPITAL FUND           $0.00         $0.00    $35,000.00     0.00%    $35,000.00
     45124 SWIMMING POOL                                    $26,401.94   $100,980.17   $120,484.50    83.81%   $136,704.09

     45200 PARKS
            E 101-45200-101   SALARIES - REGULAR             $3,745.10    $20,259.03    $26,225.25   77.25%     $27,683.51
            E 101-45200-102   SALARIES - OVERTIME                $0.00       $436.96     $1,606.50   27.20%      $1,243.13
            E 101-45200-121   PERA - EMPLOYER SHARE           $280.89      $1,608.23     $1,885.00    85.32%     $2,225.22
            E 101-45200-122   FICA - EMPLOYER SHARE           $286.49      $1,552.94     $2,030.00    76.50%       $542.86
            E 101-45200-130   INSURANCE - MED/DENT/LIFE/      $859.00      $6,759.07    $10,332.00    65.42%    $10,542.00
            E 101-45200-142   UNEMPLOYMENT COMPENSATI           $0.00         $22.56         $0.00     0.00%         $0.00
            E 101-45200-150   INSURANCE - WORKERS COMP         $77.40        $601.21       $760.00    79.11%     $1,825.04
            E 101-45200-210   OPERATING SUPPLIES & EXPEN      $383.99      $2,007.00     $2,000.00   100.35%     $2,225.92


67
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                                                                                                                                             Page 6
                                                                AUGUST           2024                     %YTD
             Account           Last Dim Descr                  2024 Amt       YTD Amt     2024 Budget     Budget       2023 Amt
             E 101-45200-212   MOTOR FUELS, LUBES, ADDITIV      $427.23      $1,026.05       $1,200.00    85.50%         $941.53
             E 101-45200-360   INSURANCE - PROPERTY/LIABIL      $751.23      $5,824.48       $4,738.00   122.93%       $9,019.04
             E 101-45200-381   UTILITIES-ELECTRIC & WATER         $43.23       $191.46      $1,260.00     15.20%      $1,294.00
             E 101-45200-383   UTILITIES-NATURAL GAS              $39.75       $309.75      $1,050.00     29.50%        $709.18
             E 101-45200-385   UTILITIES-SEWER CHARGES            $19.12       $141.97        $160.00     88.73%        $269.11
             E 101-45200-400   REPAIRS AND MAINT                  $91.71     $8,587.86      $3,000.00    286.26%      $1,077.00
             E 101-45200-606   CAPITAL LEASE PRINCIPAL             $0.00         $0.00      $3,823.00      0.00%      $5,472.33
             E 101-45200-619   CAPITAL LEASE INTEREST              $0.00         $0.00        $388.00      0.00%        $307.23
             E 101-45200-740   TRANSFER TO CAPITAL FUND            $0.00         $0.00     $15,000.00      0.00%     $15,000.00
      45200 PARKS                                              $7,005.14    $49,328.57     $75,457.75     65.37%     $80,377.10

      45300 GUNDERSON HOUSE
             E 101-45300-314   MANAGEMENT FEES                     $0.00     $5,000.00       $2,500.00   200.00%           $0.00
             E 101-45300-360 INSURANCE - PROPERTY/LIABIL        $418.46      $3,244.36      $3,500.00    92.70%       $7,069.56
             E 101-45300-400 REPAIRS AND MAINT                    $0.00         $89.03        $500.00    17.81%         $118.88
             E 101-45300-740 TRANSFER TO CAPITAL FUND             $0.00          $0.00      $8,000.00     0.00%       $8,000.00
      45300 GUNDERSON HOUSE                                     $418.46      $8,333.39     $14,500.00    57.47%      $15,188.44

      45400 COMMUNITY GARDEN
             E 101-45400-210 OPERATING SUPPLIES & EXPEN            $0.00       $41.17            $0.00    0.00%          $19.99
      45400 COMMUNITY GARDEN                                       $0.00       $41.17            $0.00    0.00%          $19.99
101 GENERAL FUND                                             $202,198.90   $957,073.72   $1,622,729.95   58.98%    $1,949,587.96

202 CAPITAL OUTLAY

      48100 GEN GOVMNT CAPITAL OUTLAY
             E 202-48100-501 CAPITAL OUTLAY                    $5,583.54     $5,583.54           $0.00    0.00%      $53,200.00
      48100 GEN GOVMNT CAPITAL OUTLAY                          $5,583.54     $5,583.54           $0.00    0.00%      $53,200.00

      48200 PUBLIC SAFETY CAPITAL OUTLAY
             E 202-48200-501 CAPITAL OUTLAY                    $3,232.40     $3,232.40           $0.00    0.00%            $0.00
      48200 PUBLIC SAFETY CAPITAL OUTLAY                       $3,232.40     $3,232.40           $0.00    0.00%            $0.00

      48300 STREETS & HWY CAPITAL OUTLAY
             E 202-48300-501   CAPITAL OUTLAY                $194,479.06   $194,479.06           $0.00    0.00%        $5,228.00
             E 202-48300-719   TRANSFER-INTERFUND                  $0.00    $36,522.78           $0.00    0.00%        $8,145.36
      48300 STREETS & HWY CAPITAL OUTLAY                     $194,479.06   $231,001.84           $0.00    0.00%      $13,373.36

      48500 CULTURE & REC CAPITAL OUTLAY
             E 202-48500-501 CAPITAL OUTLAY                        $0.00         $0.00           $0.00    0.00%      $12,225.68
      48500 CULTURE & REC CAPITAL OUTLAY                           $0.00         $0.00           $0.00    0.00%      $12,225.68
202 CAPITAL OUTLAY                                           $203,295.00   $239,817.78           $0.00    0.00%      $78,799.04


 68
                                                                                                                              09/05/24 4:25 PM
                                                                                                                                        Page 7
                                                               AUGUST           2024                   %YTD
             Account           Last Dim Descr                 2024 Amt       YTD Amt    2024 Budget    Budget     2023 Amt

203 FIRE

      42200 FIRE
             E 203-42200-119   ADMIN FEE- FIRE & RESCUE           $0.00         $0.00       $250.00     0.00%         $0.00
             E 203-42200-150   INSURANCE - WORKERS COMP         $427.17     $3,589.98     $5,500.00    65.27%     $6,024.69
             E 203-42200-200   OFFICE SUPPLIES                    $0.00        $32.29         $0.00     0.00%         $0.00
             E 203-42200-210   OPERATING SUPPLIES & EXPEN     $2,433.67     $3,618.76     $3,500.00   103.39%     $3,352.76
             E 203-42200-212   MOTOR FUELS, LUBES, ADDITIV        $0.00     $2,133.28     $2,500.00    85.33%     $1,890.67
             E 203-42200-301   AUDITING                           $0.00     $3,000.00     $3,000.00   100.00%     $3,000.00
             E 203-42200-305   MEDICAL                            $0.00         $0.00     $2,600.00     0.00%     $5,285.00
             E 203-42200-321   UTILITIES-PHONE/INTERNET/C         $0.00     $1,585.25     $2,755.00    57.54%     $3,253.95
             E 203-42200-323   PAGERS/MAINTENANCE                 $0.00     $1,568.75     $2,000.00    78.44%     $1,568.75
             E 203-42200-331   TRAVEL EXPENSE                     $0.00         $0.00       $350.00     0.00%       $453.26
             E 203-42200-341   FIRE DEPT PRACTICE MEALS          $0.00      $1,119.18     $2,500.00    44.77%     $2,163.65
             E 203-42200-342   TRAINING FEES                     $0.00     -$1,400.00    $13,000.00   -10.77%     $8,810.00
             E 203-42200-344   BANQUETS/SPECIAL EVENTS           $0.00      $2,642.20     $2,500.00   105.69%     $1,275.00
             E 203-42200-360   INSURANCE - PROPERTY/LIABIL     $246.99      $2,022.96     $6,250.00    32.37%     $5,914.59
             E 203-42200-381   UTILITIES-ELECTRIC & WATER      $441.82      $2,966.30     $5,375.00    55.19%     $4,806.93
             E 203-42200-383   UTILITIES-NATURAL GAS            $35.82      $2,054.17     $6,000.00    34.24%     $4,670.79
             E 203-42200-384   UTILITIES-REFUSE/RECYCLING       $27.49        $219.92       $585.00    37.59%       $558.41
             E 203-42200-385   UTILITIES-SEWER CHARGES         $124.27        $901.20       $850.00   106.02%     $1,039.11
             E 203-42200-400   REPAIRS AND MAINT                $24.99     $10,273.30    $12,000.00    85.61%     $3,457.13
             E 203-42200-414   OSHA/SAFETY CLOTH. & EQUIP        $0.00     $39,657.32         $0.00     0.00%    $78,924.94
             E 203-42200-418   UNIFORMS                           $0.00    $19,503.50    $56,000.00    34.83%    $38,069.10
             E 203-42200-419   STATE AID FORWARD TO FIRE          $0.00         $0.00    $26,000.00     0.00%    $64,046.29
             E 203-42200-430   MISCELLANEOUS                     $35.98     $1,140.06     $1,000.00   114.01%         $0.00
             E 203-42200-433   DUES AND SUBSCRIPTIONS             $0.00     $2,000.00     $1,200.00   166.67%     $1,535.00
             E 203-42200-491   K. FIRE RELIEF ASSOC. DONATI       $0.00    $10,000.00    $10,000.00   100.00%    $10,000.00
             E 203-42200-520   REPAIRS - BLDG & STRUCTURE       $496.00       $496.00     $1,500.00    33.07%        $36.13
             E 203-42200-606   CAPITAL LEASE PRINCIPAL            $0.00    $99,684.56    $18,407.56   541.54%    $17,824.78
             E 203-42200-619   CAPITAL LEASE INTEREST             $0.00     $3,673.16     $3,212.44   114.34%     $3,795.22
             E 203-42200-740   TRANSFER TO CAPITAL FUND           $0.00         $0.00    $64,500.00     0.00%    $64,500.00
      42200 FIRE                                              $4,294.20   $212,482.14   $253,335.00    83.87%   $336,256.15

      42270 FIRST RESPONDERS
             E 203-42270-210   OPERATING SUPPLIES & EXPEN        $0.00      $1,062.16     $1,000.00   106.22%     $1,067.64
             E 203-42270-212   MOTOR FUELS, LUBES, ADDITIV       $0.00        $241.52     $1,000.00    24.15%       $534.64
             E 203-42270-311   CONFERENCE & TRAINING             $0.00      $2,400.00     $2,000.00   120.00%     $2,000.00
             E 203-42270-360   INSURANCE - PROPERTY/LIABIL      $33.34        $273.09       $246.00   111.01%       $456.22
             E 203-42270-400   REPAIRS AND MAINT                 $0.00          $0.00     $1,200.00     0.00%         $0.00
             E 203-42270-433   DUES AND SUBSCRIPTIONS            $0.00          $0.00       $400.00     0.00%         $0.00

 69
                                                                                                                              09/05/24 4:25 PM
                                                                                                                                        Page 8
                                                                AUGUST           2024                  %YTD
              Account           Last Dim Descr                 2024 Amt       YTD Amt    2024 Budget   Budget     2023 Amt
             E 203-42270-740 TRANSFER TO CAPITAL FUND             $0.00          $0.00     $5,000.00    0.00%     $5,000.00
      42270 FIRST RESPONDERS                                     $33.34      $3,976.77    $10,846.00   36.67%     $9,058.50
203 FIRE                                                       $4,327.54   $216,458.91   $264,181.00   81.94%   $345,314.65

204 LIBRARY

      45500 LIBRARY
              E 204-45500-100   SALARIES - PART TIME           $4,709.80    $23,272.40    $37,900.00   61.40%    $32,679.16
              E 204-45500-101   SALARIES - REGULAR             $6,726.30    $38,079.22    $57,215.00   66.55%    $58,691.59
              E 204-45500-102   SALARIES - OVERTIME                $0.00       $168.16         $0.00    0.00%         $0.00
              E 204-45500-121   PERA - EMPLOYER SHARE            $827.34     $4,621.42     $6,930.00   66.69%     $7,085.13
              E 204-45500-122   FICA - EMPLOYER SHARE            $984.99     $4,724.42     $7,253.00   65.14%     $2,367.94
              E 204-45500-130   INSURANCE - MED/DENT/LIFE/     $1,880.48    $16,377.27    $29,510.00   55.50%    $28,621.67
              E 204-45500-131   EMPLOYER H.S.A.EXPENSE         $1,312.52     $3,862.54         $0.00    0.00%     $1,218.75
              E 204-45500-142   UNEMPLOYMENT COMPENSATI            $0.00        $82.76         $0.00    0.00%         $0.00
              E 204-45500-150   INSURANCE - WORKERS COMP          $35.00       $295.19       $600.00   49.20%       $487.81
              E 204-45500-210   OPERATING SUPPLIES & EXPEN       $264.92     $1,470.66     $2,000.00   73.53%     $1,643.28
              E 204-45500-300   AUTOMATION                       $347.55     $3,547.04     $5,600.00   63.34%     $6,633.74
              E 204-45500-311   CONFERENCE & TRAINING              $0.00         $0.00       $150.00    0.00%         $0.00
              E 204-45500-321   UTILITIES-PHONE/INTERNET/C         $0.00         $0.00     $1,065.00    0.00%       $832.28
              E 204-45500-331   TRAVEL EXPENSE                     $0.00        $50.92       $300.00   16.97%        $27.51
              E 204-45500-340   ADVERTISING                        $0.00         $0.00        $50.00    0.00%        $50.00
              E 204-45500-360   INSURANCE - PROPERTY/LIABIL      $365.92     $2,724.71     $3,000.00   90.82%     $3,519.83
              E 204-45500-381   UTILITIES-ELECTRIC & WATER       $323.07     $2,019.59     $3,800.00   53.15%     $3,357.75
              E 204-45500-383   UTILITIES-NATURAL GAS             $17.50       $611.52     $1,090.00   56.10%       $978.21
              E 204-45500-385   UTILITIES-SEWER CHARGES           $75.60       $596.39       $750.00   79.52%       $748.88
              E 204-45500-400   REPAIRS AND MAINT                  $0.00         $0.00       $250.00    0.00%         $0.00
              E 204-45500-410   LEASE                             $52.85       $501.39       $800.00   62.67%       $780.16
              E 204-45500-430   MISCELLANEOUS                      $0.00        $45.67        $50.00   91.34%         $0.00
              E 204-45500-432   BAD DEBT EXPENSE                 $268.40       $268.40         $0.00    0.00%         $0.00
              E 204-45500-433   DUES AND SUBSCRIPTIONS           $103.00       $285.90       $400.00   71.48%       $504.20
              E 204-45500-490   DONATIONS                        $308.77     $1,725.43         $0.00    0.00%         $0.00
              E 204-45500-501   CAPITAL OUTLAY                     $0.00       $800.00         $0.00    0.00%         $0.00
              E 204-45500-570   OFFICE EQUIPMENT PURCHASE          $0.00     $1,023.34     $1,200.00   85.28%     $1,249.82
              E 204-45500-590   BOOKS                          $1,718.45    $16,336.27    $22,500.00   72.61%    $22,316.76
      45500 LIBRARY                                           $20,322.46   $123,490.61   $182,413.00   67.70%   $173,794.47
204 LIBRARY                                                   $20,322.46   $123,490.61   $182,413.00   67.70%   $173,794.47

205 ECONOMIC DEVELOPMENT AUTHORITY

      46200 SEMMCHRA DEED GRANT



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                                                                                                                                       Page 9
                                                               AUGUST          2024                    %YTD
             Account           Last Dim Descr                 2024 Amt      YTD Amt    2024 Budget     Budget    2023 Amt
             E 205-46200-444 DEED GRANT FORWARD TO SE             $0.00        $0.00     $1,000.00     0.00%         $0.00
      46200 SEMMCHRA DEED GRANT                                   $0.00        $0.00     $1,000.00     0.00%         $0.00

      46500 ECONOMIC DEVELOPMENT AUTHORITY
             E 205-46500-107   EDA BOARD MEMBER PAY              $0.00     $1,190.00       $650.00    183.08%        $0.00
             E 205-46500-265   PROPERTY TAX                      $0.00     $1,422.00     $1,465.00     97.06%    $1,406.00
             E 205-46500-303   ENGINEERING                       $0.00         $0.00     $5,000.00      0.00%        $0.00
             E 205-46500-304   LEGAL                             $0.00     $2,347.50     $3,000.00     78.25%    $1,081.00
             E 205-46500-307   CONTRACT SERVICES                 $0.00    $20,799.06     $1,000.00   2079.91%   $29,158.00
             E 205-46500-331   TRAVEL EXPENSE                    $0.00         $0.00     $1,000.00      0.00%      $344.50
             E 205-46500-340   ADVERTISING                       $0.00     $1,223.13     $2,500.00     48.93%    $1,178.00
             E 205-46500-344   BANQUETS/SPECIAL EVENTS           $0.00       $300.00         $0.00      0.00%        $0.00
             E 205-46500-360   INSURANCE - PROPERTY/LIABIL      $14.50       $113.48     $2,090.00      5.43%      $432.74
             E 205-46500-385 UTILITIES-SEWER CHARGES             $9.00        $67.03        $50.00   134.06%        $48.36
             E 205-46500-400 REPAIRS AND MAINT                   $0.00         $0.00       $250.00     0.00%       $462.95
             E 205-46500-430 MISCELLANEOUS                       $0.00         $0.00        $50.00     0.00%         $0.00
             E 205-46500-433 DUES AND SUBSCRIPTIONS              $0.00         $0.00       $300.00     0.00%         $0.00
             E 205-46500-480 FAÇADE IMPROVEMENTS                 $0.00         $0.00         $0.00     0.00%     $7,186.00
             E 205-46500-609 LOAN PRINCIPAL-INTERFUND K          $0.00    $10,610.00    $10,352.00   102.49%         $0.00
             E 205-46500-610 LOAN INTEREST - INTERFUND           $0.00       $816.00     $1,074.00    75.98%     $1,074.00
      46500 ECONOMIC DEVELOPMENT AUTHORIT                       $23.50    $38,888.20    $28,781.00   135.12%    $42,371.55
205 ECONOMIC DEVELOPMENT AUTHORITY                              $23.50    $38,888.20    $29,781.00   130.58%    $42,371.55

230 SPECIAL PURPOSE DONATIONS

      42000 PUBLIC SAFETY
             E 230-42000-430   MISCELLANEOUS                      $0.00      $99.53          $0.00     0.00%    $50,480.06
      42000 PUBLIC SAFETY                                         $0.00      $99.53          $0.00     0.00%    $50,480.06

      45000 CULTURE & RECREATION
             E 230-45000-346 ROSE FEST                        $3,882.73    $8,143.95         $0.00     0.00%    $15,370.04
             E 230-45000-430 MISCELLANEOUS                    $5,782.21   $25,744.70         $0.00     0.00%     $3,972.34
      45000 CULTURE & RECREATION                              $9,664.94   $33,888.65         $0.00     0.00%    $19,342.38

      45500 LIBRARY
             E 230-45500-430   MISCELLANEOUS                   $420.00      $725.90          $0.00     0.00%         $0.00
      45500 LIBRARY                                            $420.00      $725.90          $0.00     0.00%         $0.00
230 SPECIAL PURPOSE DONATIONS                                $10,084.94   $34,714.08         $0.00     0.00%    $69,822.44

301 2012 G.O. IMP. BONDS-STREETS

      47000 DEBT SERVICE


 71
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                                                                                                                                        Page 10
                                                                AUGUST           2024                   %YTD
             Account            Last Dim Descr                 2024 Amt       YTD Amt    2024 Budget    Budget     2023 Amt
             E 301-47000-601    BOND PRINCIPAL                     $0.00         $0.00         $0.00    0.00%      $8,905.00
             E 301-47000-611    BOND INTEREST                      $0.00         $0.00         $0.00    0.00%        $122.45
      47000 DEBT SERVICE                                           $0.00         $0.00         $0.00    0.00%      $9,027.45
301 2012 G.O. IMP. BONDS-STREETS                                   $0.00         $0.00         $0.00    0.00%      $9,027.45

303 2016 FIRST STREET IMPROVEMENTS

      47000 DEBT SERVICE
             E 303-47000-608    BOND PRINCIPAL - 2016 FIRST        $0.00    $30,000.00    $19,350.00   155.04%    $19,350.00
             E 303-47000-614    BOND INTEREST 2016 FIRST ST        $0.00     $9,546.46     $7,449.75   128.14%     $7,788.37
             E 303-47000-620    FISCAL AGENT FEES                  $0.00     $1,045.00       $990.00   105.56%       $990.00
      47000 DEBT SERVICE                                           $0.00    $40,591.46    $27,789.75   146.07%    $28,128.37
303 2016 FIRST STREET IMPROVEMENTS                                 $0.00    $40,591.46    $27,789.75   146.07%    $28,128.37

310 2020A GO BOND (RW, BUS PK, 2ND

      47000 DEBT SERVICE
             E 310-47000-604    BOND PRINCIPAL - 2020A BON         $0.00    $91,040.51    $91,040.51   100.00%    $93,102.01
             E 310-47000-615    BOND INTEREST - 2020A BOND         $0.00    $47,218.94    $47,218.94   100.00%    $52,322.84
             E 310-47000-620    FISCAL AGENT FEES                  $0.00       $495.00         $0.00     0.00%         $0.00
      47000 DEBT SERVICE                                           $0.00   $138,754.45   $138,259.45   100.36%   $145,424.85
310 2020A GO BOND (RW, BUS PK, 2ND                                 $0.00   $138,754.45   $138,259.45   100.36%   $145,424.85

320 2016B GO USDA BOND FIRE HALL

      47100 2016 FIRE HALL BOND CIP NOTES
             E 320-47100-624 BOND PRIN-2016B CIP FIRE HA      $34,762.22    $34,762.22    $34,762.22   100.00%    $33,787.73
             E 320-47100-625 BOND INT-2016B CIP FIRE HAL      $56,353.20    $56,353.20    $56,362.78    99.98%    $57,328.26
      47100 2016 FIRE HALL BOND CIP NOTES                     $91,115.42    $91,115.42    $91,125.00    99.99%    $91,115.99
320 2016B GO USDA BOND FIRE HALL                              $91,115.42    $91,115.42    $91,125.00   99.99%     $91,115.99

321 2016B USDA NOTE FIRE HALL

      47200 2016 FIRE HALL BOND USDA NOTES
             E 321-47200-626    BOND PRIN-2016B USDA FIRE      $7,378.48     $7,378.48     $7,378.48   100.00%     $7,172.27
             E 321-47200-627    BOND INT-2016B USDA FIRE H    $11,962.52    $11,962.52    $11,962.52   100.00%    $12,168.73
      47200 2016 FIRE HALL BOND USDA NOTES                    $19,341.00    $19,341.00    $19,341.00   100.00%    $19,341.00
321 2016B USDA NOTE FIRE HALL                                 $19,341.00    $19,341.00    $19,341.00   100.00%    $19,341.00

323 2023A G.O. Bond

      47300 2023 Pearl Creek/Street Improv
             E 323-47300-611    BOND INTEREST                      $0.00    $24,752.88         $0.00    0.00%          $0.00


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                                                                                                                                     Page 11
                                                              AUGUST          2024                   %YTD
              Account           Last Dim Descr               2024 Amt      YTD Amt    2024 Budget    Budget     2023 Amt
             E 323-47300-622 BOND ISSUANCE COSTS                $0.00         $0.00         $0.00    0.00%         -$0.47
      47300 2023 Pearl Creek/Street Improv                      $0.00    $24,752.88         $0.00    0.00%         -$0.47
323 2023A G.O. Bond                                             $0.00    $24,752.88         $0.00    0.00%         -$0.47

331 2020 FREIGHTLINER 114SD

      47000 DEBT SERVICE
             E 331-47000-606    CAPITAL LEASE PRINCIPAL         $0.00    $33,425.29    $33,425.29   100.00%    $32,364.90
             E 331-47000-619    CAPITAL LEASE INTEREST          $0.00     $3,097.49     $3,097.49   100.00%     $4,157.88
      47000 DEBT SERVICE                                        $0.00    $36,522.78    $36,522.78   100.00%    $36,522.78
331 2020 FREIGHTLINER 114SD                                     $0.00    $36,522.78    $36,522.78   100.00%    $36,522.78

336 2019 FORD F150 LEASE

      47000 DEBT SERVICE
             E 336-47000-606    CAPITAL LEASE PRINCIPAL         $0.00         $0.00         $0.00    0.00%      $7,704.06
             E 336-47000-619    CAPITAL LEASE INTEREST          $0.00         $0.00         $0.00    0.00%        $441.30
      47000 DEBT SERVICE                                        $0.00         $0.00         $0.00    0.00%      $8,145.36
336 2019 FORD F150 LEASE                                        $0.00         $0.00         $0.00    0.00%      $8,145.36

340 RED WING AVE CAPITAL PROJECT

      47000 DEBT SERVICE
             E 340-47000-622    BOND ISSUANCE COSTS             $0.00         $0.00         $0.00    0.00%          $0.00
      47000 DEBT SERVICE                                        $0.00         $0.00         $0.00    0.00%          $0.00
340 RED WING AVE CAPITAL PROJECT                                $0.00         $0.00         $0.00    0.00%          $0.00

405 2023 Street Overlay Proj

      43100 STREETS
             E 405-43100-501    CAPITAL OUTLAY                  $0.00    $20,245.25         $0.00    0.00%    $638,774.57
      43100 STREETS                                             $0.00    $20,245.25         $0.00    0.00%    $638,774.57
405 2023 Street Overlay Proj                                    $0.00    $20,245.25         $0.00    0.00%    $638,774.57

602 SANITARY SEWER

      43256 SEWER
              E 602-43256-101   SALARIES - REGULAR           $8,024.30   $39,370.96    $51,180.15   76.93%     $48,972.16
              E 602-43256-102   SALARIES - OVERTIME          $2,943.62    $7,129.96    $11,476.50   62.13%     $10,365.09
              E 602-43256-121   PERA - EMPLOYER SHARE          $822.59    $3,321.82     $4,796.23   69.26%      $4,687.03
              E 602-43256-122   FICA - EMPLOYER SHARE          $839.05    $3,447.14     $4,699.25   73.36%      $1,238.92
              E 602-43256-130   INSURANCE - MED/DENT/LIFE/   $1,378.33   $11,761.09    $18,340.00   64.13%     $19,066.54
              E 602-43256-131   EMPLOYER H.S.A.EXPENSE           $0.00    $1,950.00         $0.00    0.00%          $0.00


 73
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                                                                                                                                         Page 12
                                                                 AUGUST           2024                   %YTD
            Account            Last Dim Descr                   2024 Amt       YTD Amt    2024 Budget    Budget     2023 Amt
            E 602-43256-142    UNEMPLOYMENT COMPENSATI             $0.00         $19.91         $0.00    0.00%          $0.00
            E 602-43256-150    INSURANCE - WORKERS COMP          $209.67      $1,235.17     $2,020.00   61.15%      $1,809.20
            E 602-43256-210    OPERATING SUPPLIES & EXPEN       $1,597.50     $8,630.00    $15,000.00    57.53%    $19,911.74
            E 602-43256-212    MOTOR FUELS, LUBES, ADDITIV        $364.13       $371.12     $3,000.00    12.37%     $3,198.83
            E 602-43256-216    CHEMICALS                        $2,583.64     $9,617.41     $8,000.00   120.22%     $7,638.51
            E 602-43256-265    PROPERTY TAX                         $0.00       $956.00       $860.00   111.16%       $788.00
            E 602-43256-303    ENGINEERING                          $0.00         $0.00     $5,000.00     0.00%       $237.00
            E 602-43256-304    LEGAL                                $0.00         $0.00       $500.00     0.00%         $0.00
            E 602-43256-307    CONTRACT SERVICES                    $0.00         $0.00     $3,100.00     0.00%     $3,256.89
            E 602-43256-311    CONFERENCE & TRAINING                $0.00       $458.58       $500.00    91.72%       $587.37
            E 602-43256-321    UTILITIES-PHONE/INTERNET/C          $40.73       $267.48     $1,380.00    19.38%       $977.88
            E 602-43256-331    TRAVEL EXPENSE                       $0.00       $381.99       $700.00    54.57%       $262.00
            E 602-43256-360    INSURANCE - PROPERTY/LIABIL        $954.83     $7,374.39    $11,000.00    67.04%    $11,832.12
            E 602-43256-381    UTILITIES-ELECTRIC & WATER       $6,883.95    $36,229.25    $38,630.00    93.79%    $44,336.90
            E 602-43256-383    UTILITIES-NATURAL GAS              $149.36     $3,276.62     $4,500.00    72.81%     $8,210.55
            E 602-43256-384    UTILITIES-REFUSE/RECYCLING          $62.97       $503.76       $680.00    74.08%       $819.74
            E 602-43256-385    UTILITIES-SEWER CHARGES          $2,778.05    $17,074.39    $18,590.00    91.85%    $23,936.50
            E 602-43256-400    REPAIRS AND MAINT                $9,532.95    $27,952.50    $25,000.00   111.81%    $30,732.26
            E 602-43256-414    OSHA/SAFETY CLOTH. & EQUIP           $0.00         $0.00     $1,000.00     0.00%       $150.00
            E 602-43256-418    UNIFORMS                            $18.00       $152.13       $400.00    38.03%       $194.90
            E 602-43256-420    DEPRECIATION                    $13,536.73   $107,707.60   $167,000.00    64.50%   $233,290.00
            E 602-43256-429    PERMITS AND LICENSES                 $0.00     $1,473.00     $1,600.00    92.06%     $1,642.15
            E 602-43256-430    MISCELLANEOUS                        $0.00         $0.00       $500.00     0.00%         $0.00
            E 602-43256-501    CAPITAL OUTLAY                       $0.00    $13,602.40    $20,000.00    68.01%    $33,207.97
            E 602-43256-505    GIS Operation and Maintenance        $0.00     $3,399.98         $0.00     0.00%         $0.00
            E 602-43256-603    BOND PRINCIPAL - 2012 HWY 5          $0.00         $0.00         $0.00     0.00%         $0.00
            E 602-43256-604    BOND PRINCIPAL - 2020A BON           $0.00    $39,749.11    $39,749.11   100.00%         $0.00
            E 602-43256-605    LOAN PRINCIPAL - PFA (RATES)         $0.00    $93,000.00    $93,000.00   100.00%         $0.00
            E 602-43256-606    CAPITAL LEASE PRINCIPAL              $0.00         $0.00    $26,223.00     0.00%         $0.44
            E 602-43256-608    BOND PRINCIPAL - 2016 FIRST          $0.00         $0.00     $8,460.00     0.00%         $0.00
            E 602-43256-611    BOND INTEREST                        $0.00         $0.00         $0.00     0.00%        $53.28
            E 602-43256-612    LOAN INTEREST - PFA                  $0.00     $9,750.00     $9,750.00   100.00%    $10,344.00
            E 602-43256-614    BOND INTEREST 2016 FIRST ST          $0.00     $1,591.54     $3,257.10    48.86%     $3,554.15
            E 602-43256-615    BOND INTEREST - 2020A BOND           $0.00    $20,616.22    $20,616.22   100.00%    $23,495.15
            E 602-43256-616    BOND INTEREST - 2023A BOND           $0.00    $63,754.96         $0.00    0.00%     $21,149.00
            E 602-43256-619    CAPITAL LEASE INTEREST               $0.00         $0.00       $964.00    0.00%      $2,025.85
            E 602-43256-622    BOND ISSUANCE COSTS                  $0.00         $0.00         $0.00    0.00%     $47,015.07
     43256 SEWER                                               $52,720.40   $536,126.48   $621,471.56   86.27%    $618,987.19

     47300 2023 Pearl Creek/Street Improv
            E 602-47300-611    BOND INTEREST                        $0.00         $0.00    $63,448.00    0.00%          $0.00

74
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                                                                                                                                        Page 13
                                                                AUGUST           2024                   %YTD
             Account            Last Dim Descr                 2024 Amt       YTD Amt    2024 Budget    Budget     2023 Amt
      47300 2023 Pearl Creek/Street Improv                         $0.00         $0.00    $63,448.00    0.00%          $0.00
602 SANITARY SEWER                                            $52,720.40   $536,126.48   $684,919.56   78.28%    $618,987.19

605 STORM SEWER

      43251 STORM SEWER UTIL & MAINT
             E 605-43251-101    SALARIES - REGULAR             $1,834.97    $11,423.06    $12,822.60   89.09%     $12,638.80
             E 605-43251-102    SALARIES - OVERTIME                $0.00       $342.20         $0.00    0.00%         $64.40
             E 605-43251-121    PERA - EMPLOYER SHARE            $137.62       $804.23       $915.00   87.89%      $1,016.50
             E 605-43251-122    FICA - EMPLOYER SHARE            $140.38       $791.86       $935.00   84.69%         $86.66
             E 605-43251-130    INSURANCE - MED/DENT/LIFE/       $437.79     $3,448.51     $5,445.00   63.33%      $5,404.31
             E 605-43251-131    EMPLOYER H.S.A.EXPENSE             $0.00       $750.01         $0.00    0.00%      $1,078.13
             E 605-43251-142    UNEMPLOYMENT COMPENSATI            $0.00         $6.24         $0.00    0.00%          $0.00
             E 605-43251-150    INSURANCE - WORKERS COMP          $42.92       $186.42       $291.00    64.06%       $257.73
             E 605-43251-212    MOTOR FUELS, LUBES, ADDITIV       $94.56       $297.33     $1,500.00    19.82%     $1,416.42
             E 605-43251-360    INSURANCE - PROPERTY/LIABIL       $23.42       $213.82       $300.00    71.27%       $347.05
             E 605-43251-400    REPAIRS AND MAINT                 $70.00        $70.00     $9,000.00     0.78%     $6,014.09
             E 605-43251-420    DEPRECIATION                   $8,630.71    $69,045.68    $51,827.80   133.22%    $52,031.00
             E 605-43251-501    CAPITAL OUTLAY                     $0.00    $58,492.17    $15,000.00   389.95%         $0.00
             E 605-43251-603    BOND PRINCIPAL - 2012 HWY 5        $0.00         $0.00         $0.00     0.00%         $0.00
             E 605-43251-604    BOND PRINCIPAL - 2020A BON         $0.00    $26,159.69    $26,159.69   100.00%         $0.00
             E 605-43251-606    CAPITAL LEASE PRINCIPAL            $0.00         $0.00    $18,940.00     0.00%         $0.06
             E 605-43251-608    BOND PRINCIPAL - 2016 FIRST        $0.00         $0.00     $1,260.00     0.00%         $0.00
             E 605-43251-611    BOND INTEREST                      $0.00         $0.00         $0.00     0.00%        $30.43
             E 605-43251-614 BOND INTEREST 2016 FIRST ST           $0.00       $237.04       $485.10    48.86%       $529.15
             E 605-43251-615 BOND INTEREST - 2020A BOND            $0.00    $13,567.95    $13,567.95   100.00%    $10,647.18
             E 605-43251-619 CAPITAL LEASE INTEREST                $0.00         $0.00     $3,021.00     0.00%     $6,511.25
      43251 STORM SEWER UTIL & MAINT                          $11,412.37   $185,836.21   $161,470.14   115.09%    $98,073.16
605 STORM SEWER                                               $11,412.37   $185,836.21   $161,470.14   115.09%    $98,073.16

609 LIQUOR

      49750 LIQUOR
             E 609-49750-100    SALARIES - PART TIME           $7,924.63    $12,715.60         $0.00    0.00%       $100.61
             E 609-49750-101    SALARIES - REGULAR             $7,650.00    $12,750.00         $0.00    0.00%         $0.00
             E 609-49750-102    SALARIES - OVERTIME                $0.00         $0.00         $0.00    0.00%        $150.98
             E 609-49750-108    SALARIES - FULL-TIME ON-SAL        $0.00     $6,335.06    $15,910.11   39.82%     $15,109.00
             E 609-49750-109    SALARIES - FULL-TIME OFF-SA        $0.00     $6,351.06    $15,899.61   39.94%     $14,993.00
             E 609-49750-110    SALARIES - PART-TIME ON-SA         $0.00    $20,577.94    $45,015.25   45.71%     $34,047.36
             E 609-49750-111    SALARIES - PART-TIME OFF-SA        $0.00     $5,050.94    $23,292.85   21.68%     $13,306.97
             E 609-49750-112    SALARIES - ADMIN                   $0.00    $17,902.37    $34,400.08   52.04%     $32,829.39


 75
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                                                                                                                                Page 14
                                                       AUGUST           2024                    %YTD
     Account           Last Dim Descr                 2024 Amt       YTD Amt    2024 Budget     Budget     2023 Amt
     E 609-49750-121   PERA - EMPLOYER SHARE            $996.35     $5,527.19     $9,038.84    61.15%      $8,302.72
     E 609-49750-122   FICA - EMPLOYER SHARE          $1,307.05     $6,190.03     $9,219.62    67.14%      $2,262.49
     E 609-49750-130   INSURANCE - MED/DENT/LIFE/     $3,016.92    $25,606.72    $52,552.50    48.73%     $42,910.04
     E 609-49750-131   EMPLOYER H.S.A.EXPENSE         $1,312.52     $3,862.54         $0.00     0.00%      $1,218.75
     E 609-49750-142   UNEMPLOYMENT COMPENSATI            $0.00       $151.28         $0.00     0.00%          $0.00
     E 609-49750-150   INSURANCE - WORKERS COMP         $251.67     $2,105.48     $3,000.00    70.18%      $3,436.39
     E 609-49750-208   SERVING SUPPLY-FOOD & ALCO       $257.77     $2,029.29     $2,700.00    75.16%      $3,674.03
     E 609-49750-210   OPERATING SUPPLIES & EXPEN     $1,098.58     $7,543.24     $7,500.00   100.58%      $7,096.96
     E 609-49750-251   LIQUOR                        $13,974.81   $123,090.84   $178,500.00    68.96%    $178,437.14
     E 609-49750-252   BEER                          $27,138.80   $203,321.65   $335,000.00    60.69%    $301,413.09
     E 609-49750-253   WINE                           $1,040.30    $15,194.40    $27,000.00    56.28%     $21,689.77
     E 609-49750-254   SODA, MIX, JUICE               $1,668.10    $10,741.24    $16,000.00    67.13%     $16,161.44
     E 609-49750-256   TOBACCO                        $2,240.13     $9,329.78    $15,000.00    62.20%     $10,864.71
     E 609-49750-257   FOOD/CONDIMENTS-COMPLIME         $125.88     $1,487.03     $4,000.00    37.18%      $2,088.05
     E 609-49750-258   FOOD/MERCHANDISE FOR RESA      $1,862.85    $14,936.08    $35,000.00    42.67%     $25,574.70
     E 609-49750-308   OUTSIDE JANITORIAL SERVICE     $1,078.31     $8,626.48    $14,000.00    61.62%     $12,939.72
     E 609-49750-309   COMPUTER SUPPORT                 $200.00     $1,600.00     $5,000.00    32.00%      $2,200.00
     E 609-49750-311   CONFERENCE & TRAINING              $0.00         $0.00       $600.00     0.00%          $0.00
     E 609-49750-321   UTILITIES-PHONE/INTERNET/C        $44.51     $2,285.71     $2,600.00    87.91%      $2,846.06
     E 609-49750-325   SECURITY SYSTEM                   $43.91       $348.88     $1,000.00    34.89%        $521.16
     E 609-49750-327   PEST CONTROL                     $168.00       $588.00     $1,000.00    58.80%        $960.00
     E 609-49750-331   TRAVEL EXPENSE                     $0.00         $0.00     $1,100.00     0.00%          $0.00
     E 609-49750-333   FREIGHT or SHIPPING CHARGE        $44.75       $313.25       $500.00    62.65%        $855.30
     E 609-49750-334   CREDIT CARD EXPENSES           $1,964.71    $11,797.82    $15,000.00    78.65%     $17,834.03
     E 609-49750-340   ADVERTISING                      $400.00       $417.00     $1,000.00    41.70%        $879.64
     E 609-49750-345   SPECIAL EVENTS/ENTERTAINM        $336.73     $2,146.49     $4,500.00    47.70%      $3,591.69
     E 609-49750-346   ROSE FEST                     $17,519.50    $20,413.50    $10,000.00   204.14%     $11,473.71
     E 609-49750-360   INSURANCE - PROPERTY/LIABIL      $368.83     $6,902.25     $6,000.00   115.04%      $4,042.59
     E 609-49750-364   INSURANCE - DRAM LIQUOR LI         $0.00     $5,863.29     $4,820.00   121.65%        $402.00
     E 609-49750-381   UTILITIES-ELECTRIC & WATER       $907.41     $7,186.33    $11,430.00    62.87%     $10,699.95
     E 609-49750-383   UTILITIES-NATURAL GAS             $15.37       $510.01     $1,120.00    45.54%      $1,400.11
     E 609-49750-384   UTILITIES-REFUSE/RECYCLING      $142.06      $1,201.94     $1,510.00    79.60%      $1,907.84
     E 609-49750-385   UTILITIES-SEWER CHARGES         $284.58      $2,007.01     $1,200.00   167.25%      $1,475.08
     E 609-49750-390   TAP CLEANING SERVICE             $56.00        $513.00     $1,000.00    51.30%        $672.00
     E 609-49750-400   REPAIRS AND MAINT                  $0.00     $4,422.50     $4,000.00    110.56%     $4,093.25
     E 609-49750-418   UNIFORMS                           $0.00         $0.00       $500.00      0.00%         $0.00
     E 609-49750-420   DEPRECIATION                     $979.55     $7,836.40    $12,000.00     65.30%    $11,756.00
     E 609-49750-430   MISCELLANEOUS                      $0.00      -$136.29       $500.00    -27.26%       $620.55
     E 609-49750-431   CASH SHORT/OVER                 -$111.15      -$341.33       $100.00   -341.33%       $139.36
     E 609-49750-433   DUES AND SUBSCRIPTIONS             $0.00     $1,160.00       $800.00    145.00%       $822.10


76
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                                                                                                                                            Page 15
                                                              AUGUST             2024                     %YTD
              Account           Last Dim Descr               2024 Amt         YTD Amt     2024 Budget     Budget       2023 Amt
              E 609-49750-490   DONATIONS                        $0.00          $0.00           $0.00      0.00%        $150.00
              E 609-49750-501   CAPITAL OUTLAY                   $0.00     $92,973.58      $10,000.00    929.74%          $0.00
            E 609-49750-725     TRANSFER TO GENERAL FUND         $0.00          $0.00      $20,000.00     0.00%      $20,000.00
     49750 LIQUOR                                           $96,309.43    $691,435.58     $960,308.86    72.00%     $847,949.73
609 LIQUOR                                                  $96,309.43    $691,435.58     $960,308.86    72.00%     $847,949.73

900 GASB 34

     41000 GENERAL GOVERNMENT
            E 900-41000-420 DEPRECIATION                     $2,217.68     $17,741.44            $0.00    0.00%      $26,612.00
     41000 GENERAL GOVERNMENT                                $2,217.68     $17,741.44            $0.00    0.00%      $26,612.00

     42000 PUBLIC SAFETY
            E 900-42000-420     DEPRECIATION                $12,080.79     $89,360.97            $0.00    0.00%     $132,959.00
     42000 PUBLIC SAFETY                                    $12,080.79     $89,360.97            $0.00    0.00%     $132,959.00

     43000 PUBLIC WORKS
            E 900-43000-420     DEPRECIATION                $22,394.06    $154,554.03            $0.00    0.00%     $247,438.00
     43000 PUBLIC WORKS                                     $22,394.06    $154,554.03            $0.00    0.00%     $247,438.00

     45000 CULTURE & RECREATION
            E 900-45000-420 DEPRECIATION                     $1,527.57     $13,455.26            $0.00    0.00%      $18,516.00
     45000 CULTURE & RECREATION                              $1,527.57     $13,455.26            $0.00    0.00%      $18,516.00
900 GASB 34                                                 $38,220.10    $275,111.70            $0.00    0.00%     $425,525.00

                                                           $749,371.06   $3,670,276.51   $4,218,841.49   87.00%    $5,626,705.09




77
                                                                                                             09/05/24 4:29 PM
                                                      CITY OF KENYON
                                                                                                                       Page 1
                                              CITY OF KENYON Revenue Summary

                                                                2024            2024       %YTD           2023
        Account              Last Dim Descr                  YTD Amt          Budget       Budget      YTD Amt

101 GENERAL FUND

  00000 GENERAL REVENUE
         R 101-00000-32000   LICENSES & PERMITS             $3,425.00       $2,700.00    126.85%      $1,535.00
         R 101-00000-32002   RENTAL PROPERTY LICENSE            $0.00         $100.00      0.00%         $60.00
         R 101-00000-32110   ALCOHOL LICENSE                $1,200.00       $1,900.00     63.16%      $1,900.00
         R 101-00000-32210   BUILDING PERMIT                $2,827.67       $3,600.00     78.55%      $3,213.22
         R 101-00000-32240   ANIMAL LICENSE                  $548.35         $350.00     156.67%       $323.59
         R 101-00000-33900   DIVIDENDS                         $0.00         $500.00       0.00%         $0.00
         R 101-00000-34102   ZONING & VARIANCE FEES          $813.90         $350.00     232.54%       $206.00
         R 101-00000-34107   ASSESSMENT SEARCHES             $375.00         $500.00      75.00%       $389.97
         R 101-00000-34109   CHARGES FOR SERVICES           $3,780.69       $6,000.00     63.01%      $3,611.72
         R 101-00000-34409   REIMBURSEMENTS                     $0.00           $0.00      0.00%      $1,210.00
         R 101-00000-34790   SALE OF EXCESS EQUIPMEN            $0.00           $0.00      0.00%       $539.92
         R 101-00000-35300   PAY PAL FEE                     $135.08          $80.00     168.85%         $56.33
         R 101-00000-36101   SPECIAL ASSESSMENTS             $390.91           $0.00       0.00%          $0.00
         R 101-00000-36105   SPECIAL ASSESS. -DEL UTILI      $133.24         $680.00      19.59%       $384.00
         R 101-00000-36200   MISCELLANEOUS REVENUE         $11,094.88        $200.00    5547.44%      $1,866.00
         R 101-00000-36210   INTEREST EARNINGS             $28,393.63         $150.00   18929.09%    $42,970.94
         R 101-00000-36220   RENT - LAND                    $2,415.00       $2,000.00     120.75%     $2,147.50
         R 101-00000-38050   CABLE TV FRANCHISE FEES        $4,279.30       $9,600.00     44.58%      $5,693.05
         R 101-00000-39202   TRANSFER FROM ENTERPRIS            $0.00     $20,000.00       0.00%          $0.00
  00000 GENERAL REVENUE                                    $59,812.65     $48,710.00     122.79%     $66,107.24

  41000 GENERAL GOVERNMENT
         R 101-41000-31020   DELINQUENT TAXES               $6,687.01     $15,000.00      44.58%     $30,270.16
         R 101-41000-31030   MOBILE HOME TAX                  $711.03      $1,000.00      71.10%      $2,954.19
         R 101-41000-31110   CURRENT AD VALOREM TAX       $396,712.54    $739,725.00      53.63%    $343,446.56
         R 101-41000-33401   LOCAL GOVERNMENT AID         $332,132.50    $640,500.00      51.86%    $297,725.00
  41000 GENERAL GOVERNMENT                                $736,243.08   $1,396,225.00     52.73%    $674,395.91

  41100 GENERAL GOVERNMENT
         R 101-41100-31120   TRANSFER-KMU IN LIEU OF            $0.00     $68,000.00       0.00%     $41,871.99
         R 101-41100-31130 SHARED FACILITY - KMU           $37,000.00     $74,000.00      50.00%     $31,077.50
  41100 GENERAL GOVERNMENT                                 $37,000.00    $142,000.00      26.06%     $72,949.49

  42100 LAW ENFORCEMENT
         R 101-42100-32001   LICENSES & PERMITS              $569.90          $700.00     81.41%       $574.19
         R 101-42100-33404   STATE GRANTS & AIDS               $0.00        $1,000.00      0.00%       $640.95
         R 101-42100-33417   POLICE GRANT - TZD             $1,568.38           $0.00      0.00%          $0.00
         R 101-42100-33421   STATE POLICE AID               $5,178.38     $64,000.00       8.09%          $0.00
         R 101-42100-33900   DIVIDENDS                          $0.00        $500.00       0.00%          $0.00
         R 101-42100-34412   REIMBURSEMENTS-POLICE              $0.00           $0.00      0.00%         $18.36
         R 101-42100-34790   SALE OF EXCESS EQUIPMEN            $0.00     $14,000.00       0.00%      $7,325.30
         R 101-42100-35100   FINES/PENALTIES               $10,115.75       $6,000.00    168.60%     $10,783.64
         R 101-42100-36200   MISCELLANEOUS REVENUE            $135.00           $0.00      0.00%        $140.00
  42100 LAW ENFORCEMENT                                    $17,567.41     $86,200.00      20.38%     $19,482.44

  43000 PUBLIC WORKS
         R 101-43000-36200   MISCELLANEOUS REVENUE           $173.40            $0.00      0.00%          $0.00
  43000 PUBLIC WORKS                                         $173.40            $0.00      0.00%          $0.00

  43100 STREETS
         R 101-43100-33401   LOCAL GOVERNMENT AID          $28,178.50           $0.00      0.00%          $0.00
         R 101-43100-34790   SALE OF EXCESS EQUIPMEN       $41,543.84           $0.00      0.00%          $0.00
         R 101-43100-36200   MISCELLANEOUS REVENUE              $0.00           $0.00      0.00%      $1,283.00
  43100 STREETS                                            $69,722.34           $0.00      0.00%      $1,283.00

  43250 RECYCLING
         R 101-43250-37320   RECYCLING CUSTOMER CHA        $16,871.53     $47,500.00      35.52%     $37,064.33
                                                                                                                        78
                                                                                                              09/05/24 4:29 PM
                                                        CITY OF KENYON
                                                                                                                        Page 2
                                                CITY OF KENYON Revenue Summary

                                                                   2024            2024     %YTD           2023
           Account             Last Dim Descr                   YTD Amt          Budget     Budget      YTD Amt
   43250 RECYCLING                                            $16,871.53     $47,500.00    35.52%     $37,064.33

   45124 SWIMMING POOL
           R 101-45124-33900   DIVIDENDS                           $0.00        $200.00     0.00%          $0.00
           R 101-45124-34409   REIMBURSEMENTS                     $45.00          $0.00     0.00%          $0.00
           R 101-45124-34720   SWIMMING POOL FEES             $24,121.68     $28,000.00    86.15%     $27,358.10
           R 101-45124-34721   SWIMMING POOL CONCESSI          $3,527.41       $4,500.00   78.39%      $4,812.89
           R 101-45124-35300   PAY PAL FEE                      $124.55            $0.00    0.00%         -$6.57
          R 101-45124-37940    CASH OVER/SHORT                   $167.37          $0.00     0.00%          $0.00
   45124 SWIMMING POOL                                        $27,986.01     $32,700.00    85.58%     $32,164.42

   45200 PARKS
           R 101-45200-33900   DIVIDENDS                           $0.00        $150.00      0.00%        $0.00
           R 101-45200-34780   PARK RENTAL FEES                $1,130.25        $900.00    125.58%      $843.01
           R 101-45200-36200   MISCELLANEOUS REVENUE            $300.00            $0.00    0.00%         $30.00
   45200 PARKS                                                 $1,430.25       $1,050.00   136.21%      $873.01

   45400 COMMUNITY GARDEN
           R 101-45400-34760   GARDEN PLOT RENTAL FEES          $135.00            $0.00    0.00%          $0.00
   45400 COMMUNITY GARDEN                                       $135.00            $0.00    0.00%          $0.00
101 GENERAL FUND                                             $966,941.67   $1,754,385.00   55.12%    $904,319.84

202 CAPITAL OUTLAY

   00000 GENERAL REVENUE
           R 202-00000-36210   INTEREST EARNINGS                   $0.00        $150.00     0.00%         $47.50
           R 202-00000-39203   TRANSFER FROM SP.REVENU             $0.00     $69,500.00     0.00%          $0.00
   00000 GENERAL REVENUE                                           $0.00     $69,650.00     0.00%         $47.50

   42000 PUBLIC SAFETY
           R 202-42000-39208   TRANSFER FROM GENERAL F             $0.00       $9,000.00    0.00%          $0.00
   42000 PUBLIC SAFETY                                             $0.00       $9,000.00    0.00%          $0.00

   43100 STREETS
           R 202-43100-39209   TRANSFER FROM GENERAL F             $0.00     $45,000.00     0.00%          $0.00
   43100 STREETS                                                   $0.00     $45,000.00     0.00%          $0.00

   45000 CULTURE & RECREATION
           R 202-45000-39201   TRANSFER FROM GENERAL F             $0.00     $58,000.00     0.00%          $0.00
   45000 CULTURE & RECREATION                                      $0.00     $58,000.00     0.00%          $0.00
202 CAPITAL OUTLAY                                                 $0.00    $181,650.00     0.00%         $47.50

203 FIRE

   00000 GENERAL REVENUE
           R 203-00000-31110   CURRENT AD VALOREM TAX         $50,354.50    $100,709.00    50.00%     $46,624.00
           R 203-00000-33400   STATE GRANTS & AIDS                 $0.00     $10,000.00     0.00%      $6,000.00
           R 203-00000-33420   STATE FIRE AID                 $28,594.05     $33,000.00    86.65%          $0.00
           R 203-00000-34200   FIRE - TOWNSHIP CONTRAC       $108,378.69    $108,378.69    100.00%    $64,571.18
           R 203-00000-34411   REIMBURSEMENT-FIRE SUPP         $5,450.00       $3,000.00   181.67%         $0.00
           R 203-00000-36105   SPECIAL ASSESS. -DEL UTILI          $0.00        $210.00     0.00%          $0.00
           R 203-00000-36200   MISCELLANEOUS REVENUE           $5,250.00          $0.00     0.00%          $0.00
           R 203-00000-36210   INTEREST EARNINGS                   $0.00         $75.00     0.00%          $3.80
          R 203-00000-36235    Donation - Donor Restricted    $51,896.76          $0.00     0.00%          $0.00
   00000 GENERAL REVENUE                                     $249,924.00    $255,372.69    97.87%    $117,198.98

   42200 FIRE
          R 203-42200-36105    SPECIAL ASSESS. -DEL UTILI          $0.00           $0.00    0.00%       $163.00
   42200 FIRE                                                      $0.00           $0.00    0.00%       $163.00
203 FIRE                                                     $249,924.00    $255,372.69    97.87%    $117,361.98

204 LIBRARY
                                                                                                                         79
                                                                                                       09/05/24 4:29 PM
                                                      CITY OF KENYON
                                                                                                                 Page 3
                                              CITY OF KENYON Revenue Summary

                                                             2024          2024       %YTD          2023
         Account             Last Dim Descr               YTD Amt        Budget       Budget     YTD Amt

  00000 GENERAL REVENUE
         R 204-00000-31110   CURRENT AD VALOREM TAX     $67,837.50   $135,675.00     50.00%    $68,235.00
         R 204-00000-33620   LIBRARY COUNTY AID         $23,014.10    $45,028.23     51.11%    $20,726.98
         R 204-00000-33900   DIVIDENDS                      $0.00       $200.00       0.00%        $0.00
         R 204-00000-34109   CHARGES FOR SERVICES         $385.82       $700.00      55.12%      $401.59
         R 204-00000-35103   LIBRARY FINES                $213.59       $200.00     106.80%      $195.64
         R 204-00000-36200   MISCELLANEOUS REVENUE        $821.46       $519.77     158.04%      $142.45
         R 204-00000-36210   INTEREST EARNINGS               $0.00        $90.00      0.00%         $2.00
  00000 GENERAL REVENUE                                 $92,272.47   $182,413.00     50.58%    $89,703.66
204 LIBRARY                                             $92,272.47   $182,413.00     50.58%    $89,703.66

205 ECONOMIC DEVELOPMENT AUTHORITY

  00000 GENERAL REVENUE
         R 205-00000-31110   CURRENT AD VALOREM TAX     $13,165.50    $26,331.00     50.00%    $12,191.00
         R 205-00000-35106   LEASE-NAPA STORE            $3,600.00     $5,400.00     66.67%     $3,600.00
         R 205-00000-36200   MISCELLANEOUS REVENUE           $0.00         $0.00      0.00%       $608.75
         R 205-00000-36210   INTEREST EARNINGS               $0.00         $0.00      0.00%         $2.00
  00000 GENERAL REVENUE                                 $16,765.50    $31,731.00     52.84%    $16,401.75
205 ECONOMIC DEVELOPMENT AUTHORITY                      $16,765.50    $31,731.00     52.84%    $16,401.75

230 SPECIAL PURPOSE DONATIONS

  00000 GENERAL REVENUE
         R 230-00000-36210   INTEREST EARNINGS               $0.00      $140.00       0.00%         $3.00
  00000 GENERAL REVENUE                                      $0.00      $140.00       0.00%         $3.00

  42000 PUBLIC SAFETY
         R 230-42000-36340   DONATIONS-PUBLIC SAFETY      $205.60          $0.00      0.00%    $12,710.00
  42000 PUBLIC SAFETY                                     $205.60          $0.00      0.00%    $12,710.00

  42200 FIRE
         R 230-42200-36230   DONATIONS                    $100.00          $0.00      0.00%         $0.00
  42200 FIRE                                              $100.00          $0.00      0.00%         $0.00

  45000 CULTURE & RECREATION
         R 230-45000-36330   DONATIONS-CULTURE & REC    $25,876.00         $0.00      0.00%    $16,656.70
  45000 CULTURE & RECREATION                            $25,876.00         $0.00      0.00%    $16,656.70

  45500 LIBRARY
         R 230-45500-36230   DONATIONS                   $5,197.00         $0.00      0.00%      $350.00
  45500 LIBRARY                                          $5,197.00         $0.00      0.00%      $350.00
230 SPECIAL PURPOSE DONATIONS                           $31,378.60      $140.00    22413.29%   $29,719.70

301 2012 G.O. IMP. BONDS-STREETS

  47000 DEBT SERVICE
         R 301-47000-31110   CURRENT AD VALOREM TAX          $0.00         $0.00      0.00%     $2,494.75
  47000 DEBT SERVICE                                         $0.00         $0.00      0.00%     $2,494.75
301 2012 G.O. IMP. BONDS-STREETS                             $0.00         $0.00      0.00%     $2,494.75

303 2016 FIRST STREET IMPROVEMENTS

  47000 DEBT SERVICE
         R 303-47000-31110   CURRENT AD VALOREM TAX     $13,400.00    $26,800.00     50.00%    $13,400.00
         R 303-47000-36101   SPECIAL ASSESSMENTS         $4,429.28     $8,182.00     54.13%     $6,342.00
  47000 DEBT SERVICE                                    $17,829.28    $34,982.00     50.97%    $19,742.00
303 2016 FIRST STREET IMPROVEMENTS                      $17,829.28    $34,982.00     50.97%    $19,742.00

310 2020A GO BOND (RW, BUS PK, 2ND

  47000 DEBT SERVICE
         R 310-47000-31110   CURRENT AD VALOREM TAX     $69,129.50   $138,259.00     50.00%    $69,130.00         80
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                                                       CITY OF KENYON
                                                                                                                  Page 4
                                               CITY OF KENYON Revenue Summary

                                                                2024          2024    %YTD           2023
         Account              Last Dim Descr                 YTD Amt        Budget    Budget      YTD Amt
          R 310-47000-36101   SPECIAL ASSESSMENTS          $23,037.69    $38,747.00   59.46%    $30,033.00
   47000 DEBT SERVICE                                      $92,167.19   $177,006.00   52.07%    $99,163.00
310 2020A GO BOND (RW, BUS PK, 2ND                         $92,167.19   $177,006.00   52.07%    $99,163.00

320 2016B GO USDA BOND FIRE HALL

   47100 2016 FIRE HALL BOND CIP NOTES
          R 320-47100-31110   CURRENT AD VALOREM TAX       $45,562.50    $91,125.00   50.00%    $45,562.00
   47100 2016 FIRE HALL BOND CIP NOTES                     $45,562.50    $91,125.00   50.00%    $45,562.00
320 2016B GO USDA BOND FIRE HALL                           $45,562.50    $91,125.00   50.00%    $45,562.00

321 2016B USDA NOTE FIRE HALL

   47200 2016 FIRE HALL BOND USDA NOTES
          R 321-47200-31110   CURRENT AD VALOREM TAX        $9,670.50    $19,341.00   50.00%     $9,670.00
   47200 2016 FIRE HALL BOND USDA NOTES                     $9,670.50    $19,341.00   50.00%     $9,670.00
321 2016B USDA NOTE FIRE HALL                               $9,670.50    $19,341.00   50.00%     $9,670.00

323 2023A G.O. Bond

   47000 DEBT SERVICE
          R 323-47000-36210   INTEREST EARNINGS             $8,577.90         $0.00   0.00%      $7,266.47
          R 323-47000-39310   GO BOND PROCEEDS                  $0.00         $0.00   0.00%    $585,000.00
   47000 DEBT SERVICE                                       $8,577.90         $0.00   0.00%    $592,266.47
323 2023A G.O. Bond                                         $8,577.90         $0.00   0.00%    $592,266.47

331 2020 FREIGHTLINER 114SD

   47000 DEBT SERVICE
          R 331-47000-39207   TRANSFER FROM CAPITAL F      $36,522.78    $36,525.00   99.99%         $0.00
   47000 DEBT SERVICE                                      $36,522.78    $36,525.00   99.99%         $0.00
331 2020 FREIGHTLINER 114SD                                $36,522.78    $36,525.00   99.99%         $0.00

336 2019 FORD F150 LEASE

   47000 DEBT SERVICE
          R 336-47000-39207   TRANSFER FROM CAPITAL F           $0.00         $0.00   0.00%      $8,145.36
   47000 DEBT SERVICE                                           $0.00         $0.00   0.00%      $8,145.36
336 2019 FORD F150 LEASE                                        $0.00         $0.00   0.00%      $8,145.36

340 RED WING AVE CAPITAL PROJECT

   43100 STREETS
          R 340-43100-36210   INTEREST EARNINGS            $11,699.34         $0.00   0.00%     $23,554.68
   43100 STREETS                                           $11,699.34         $0.00   0.00%     $23,554.68
340 RED WING AVE CAPITAL PROJECT                           $11,699.34         $0.00   0.00%     $23,554.68

420 INDUSTRIAL PARK

   00000 GENERAL REVENUE
          R 420-00000-36210   INTEREST EARNINGS              $185.85          $0.00   0.00%       $509.74
   00000 GENERAL REVENUE                                     $185.85          $0.00   0.00%       $509.74
420 INDUSTRIAL PARK                                          $185.85          $0.00   0.00%       $509.74

602 SANITARY SEWER

   00000 GENERAL REVENUE
          R 602-00000-34407   UTILITY CONNECTION FEES       $3,600.00     $5,000.00   72.00%     $5,547.19
          R 602-00000-34790   SALE OF EXCESS EQUIPMEN       $2,916.18         $0.00    0.00%         $0.00
          R 602-00000-36101   SPECIAL ASSESSMENTS           $4,381.24     $4,500.00   97.36%    $10,844.00
          R 602-00000-36105   SPECIAL ASSESS. -DEL UTILI        $0.00      $120.00    0.00%       $768.00
          R 602-00000-36200   MISCELLANEOUS REVENUE         $7,279.40         $0.00   0.00%      $2,393.48
          R 602-00000-36210   INTEREST EARNINGS            $18,099.30    $20,000.00   90.50%    $12,464.52
                                                                                                                   81
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                                                      CITY OF KENYON
                                                                                                                         Page 5
                                              CITY OF KENYON Revenue Summary

                                                                  2024            2024     %YTD             2023
         Account             Last Dim Descr                    YTD Amt          Budget     Budget        YTD Amt
         R 602-00000-37200   SANITARY SEWER CHARGES        $195,514.22     $500,000.00    39.10%     $354,725.94
  00000 GENERAL REVENUE                                    $231,790.34     $529,620.00    43.77%     $386,743.13
602 SANITARY SEWER                                         $231,790.34     $529,620.00    43.77%     $386,743.13

605 STORM SEWER

  00000 GENERAL REVENUE
         R 605-00000-34790   SALE OF EXCESS EQUIPMEN        $12,539.99            $0.00    0.00%            $0.00
  00000 GENERAL REVENUE                                     $12,539.99            $0.00    0.00%            $0.00

  43251 STORM SEWER UTIL & MAINT
         R 605-43251-36105   SPECIAL ASSESS. -DEL UTILI      $2,270.22            $0.00    0.00%          $58.00
         R 605-43251-36210   INTEREST EARNINGS               $1,022.37       $6,000.00    17.04%       $3,894.62
         R 605-43251-37202   STORM SEWER MAINT. FEE         $36,917.07      $51,000.00    72.39%      $36,631.58
  43251 STORM SEWER UTIL & MAINT                            $40,209.66      $57,000.00    70.54%      $40,584.20
605 STORM SEWER                                             $52,749.65      $57,000.00    92.54%      $40,584.20

609 LIQUOR

  00000 GENERAL REVENUE
         R 609-00000-36200   MISCELLANEOUS REVENUE           $2,338.45           $0.00     0.00%         $280.00
         R 609-00000-36210   INTEREST EARNINGS                   $0.00          $50.00     0.00%           $6.00
         R 609-00000-36221   PULL TAB RENT-SNOWDRIFT         $3,134.92        $5,000.00   62.70%      $27,250.17
         R 609-00000-36222   PULL TAB RENT-KFDRA            $23,990.15      $40,000.00    59.98%            $0.00
         R 609-00000-36250   ATM REVENUE                     $2,543.89       $6,000.00    42.40%        $4,570.08
         R 609-00000-37811   LIQUOR-OFF-SALE               $112,987.38     $173,250.00    65.22%     $119,587.52
         R 609-00000-37812   BEER - OFF-SALE               $196,195.37     $330,000.00    59.45%     $193,164.51
         R 609-00000-37813   WINE - OFF-SALE                $15,661.86      $36,000.00    43.51%      $17,751.63
         R 609-00000-37815   OTHER MERCHANDISE-OFF S         $5,209.56       $8,500.00    61.29%       $5,277.23
         R 609-00000-37816   TOBACCO SALES                   $8,812.48      $18,000.00    48.96%        $8,942.92
         R 609-00000-37820   MACHINE COMMISSIONS             $4,386.10        $9,800.00    44.76%       $5,296.26
         R 609-00000-37900   ROSE FEST                      $11,530.00        $8,000.00   144.13%       $4,540.00
         R 609-00000-37911   LIQUOR/WINE ON-SALE            $93,671.49     $174,000.00    53.83%     $104,964.67
         R 609-00000-37912   BEER ON-SALE                  $108,634.66     $155,000.00    70.09%      $99,016.21
         R 609-00000-37916   FOOD-ON SALE                   $13,959.11      $27,000.00    51.70%      $16,787.52
  00000 GENERAL REVENUE                                    $603,055.42     $990,600.00    60.88%     $607,434.72
609 LIQUOR                                                 $603,055.42     $990,600.00    60.88%     $607,434.72

                                                          $2,467,092.99   $4,341,890.69   56.82%    $2,993,424.48




                                                                                                                          82
                                                                      AGENDA ITEM NO. XI.A


 Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                           September 10, 2024

SUBMITTED BY:                   Holli Gudknecht, Administration

ITEM TYPE:                      New Business

AGENDA SECTION:                 NEW BUSINESS

SUBJECT:                        Resolution 2024-21: Adopting the 2025 Preliminary Budget & Levy



SUGGESTED ACTION:               See Attached

                                2 MOTIONS NEEDED
                                   * Adopt Resolution 2024-21
                                   * Set Truth in Taxation Meeting Date

ATTACHMENTS:
Preliminary Levy.docx
Resolution 2024-21 Certifying 2024 Preliminary Levy.docx




                                                                                                  83
                          REQUEST FOR COUNCIL ACTION


 Agenda Item:           Department:          Requested Council Meeting Date:       Submitted By:
    XI A                 FINANCE                 SEPTEMBER 10, 2024.            FINANCE DIRECTOR
                                                                                     KYLLO

TITLE OF ISSUE: RESOLUTION 2024-21: ADOPTING THE 2025 PRELIMINARY BUDGET
AND LEVY
BACKGROUND AND SUPPLEMENTAL INFORMATION: The State of Minnesota has set out a
process and timeline for annual budget preparation for cities, school districts, counties and other
entities relying primarily upon property tax for revenue. The timeline provides that each entity must
submit to Goodhue County a resolution (attached) verifying approval of a preliminary general-
purpose levy, bond indebtedness and total Levy no later than September 30, 2024.

The submission under this time limit allows the counties throughout the State of Minnesota to
prepare the address specific Truth in Taxation notices to all taxpayers. The information on the
statements identifies for taxpayers the largest levy which can be requested by each entity. In
addition, the statement advises the taxpayers of the dates and times of the Budget Hearings for
their taxing authority in the event they wish to testify on the topic.

As the council is aware, the preliminary levy sets the maximum levy that the budgeting authority
may adopt. Following the Budget Public Hearings, the city council must adopt the final budget and
tax levy for submission to the State of Minnesota no later than December 28, 2024.


A Truth in Taxation hearing date must be specified when the preliminary levy is certified to Goodhue
County. The recommended date is Tuesday, December 3 at 6:30 p.m. following the township fire
contract meeting.




SOURCE OF FUNDING: Various
REQUESTED COUNCIL ACTION: Motion, Second and Vote to approve Resolution 2024-21 and
directing submission of same to Goodhue County prior to September 30, 2024.

Motion, Second, and Vote to recommend setting the Truth in Taxation meeting for December 3 at
6:30 p.m.


SUPPORTING DOCUMENTS ATTACHED:
  Resolution    Ordinance      Contract                           Minutes               OTHER
      X




                                                                                                        84
                                   RESOLUTION 2024-21

                                   CITY OF KENYON
                                 COUNTY OF GOODHUE
                                 STATE OF MINNESOTA

    A RESOLUTION ADOPTING THE 2025 PRELIMINARY BUDGET AND LEVY


        BE IT RESOLVED by the Council of the City of Kenyon, Minnesota, Goodhue County,
that the 2025 preliminary budget be adopted as presented; and

        BE IT RESOLVED that the following sums be certified to the Goodhue County Auditor
as the preliminary amounts to be levied upon the taxable property in the City of Kenyon, County
of Goodhue, State of Minnesota, for the year payable 2025 for the following:

Net Levy
General Purpose                     $1,123,722
Bond Indebtedness                   $276,278
Total Levy                          $1,400,000

       Adopted by the City Council on this 10th day of September 2024.



                                                   ____________________________________
                                                   Douglas Henke
                                                   Mayor
ATTEST:

_____________________________
Holli Gudknecht
Deputy City Clerk




                                                                                                  85
                                                                AGENDA ITEM NO. XI.B


Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                       September 10, 2024

SUBMITTED BY:               Holli Gudknecht, Administration

ITEM TYPE:                  New Business

AGENDA SECTION:             NEW BUSINESS

SUBJECT:                    Resolution 2024-22: Approving a Cooperative Snow Removal
                            Agreement with the Minnesota Department of Transportation

SUGGESTED ACTION:           See Attached

                            MOTION NEEDED

ATTACHMENTS:
RESOLUTION 2024-22 MNDOT Snow Removal.docx
Kenyon COOP Snow & Ice Agreement 2025-2029.pdf




                                                                                        86
                                RESOLUTION NO. 2024-22
                                   CITY OF KENYON
                                 COUNTY OF GOODHUE
                                 STATE OF MINNESOTA

                       A RESOLUTION APPROVING
          COOPERATIVE SNOW REMOVAL AGREEMENT #1056868
          WITH THE MINNESOTA DEPARTMENT OF TRANSPORTATION


      WHEREAS, joint snow removal by municipalities and the Minnesota Department of
Transportation (MnDOT) on state roads is standard policy; and

       WHEREAS, it is in the best interest of the City of Kenyon to enter into MnDOT Agreement
No. 1056868 with the State of Minnesota, Department of Transportation.

        NOW THEREFORE, BE IT RESOLVED, by the City Council of the City of Kenyon,
Goodhue County, Minnesota, that the City of Kenyon shall receive payment from the State for the
State’s share of the costs of the snow and ice removal from the following roadways: Trunk
Highway 60 (2nd Street) from Spring Street to Langford Avenue and on Trunk Highway 56 (Red
Wing Avenue) from Second Street to Front Street for a distance of 0.788 lane miles.

       BE IT FURTHER RESOLVED that the Mayor and Interim City Administrator are
authorized to execute the agreement and any amendments to the Agreement.

       Adopted by the City Council on this 10th day of September 2024.




                                                   Douglas Henke
                                                   Mayor
ATTEST:



Frank Boyles
Interim City Administrator




                                                                                                  87
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94
                                                       AGENDA ITEM NO.
                                                       XII.A


Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT

DATE:                September 10, 2024

SUBMITTED BY:        Holli Gudknecht, Administration

ITEM TYPE:           Miscellaneous

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

SUBJECT:             FYI 9-10-24

SUGGESTED ACTION:

ATTACHMENTS:
FYI 9-10-24.pdf




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