Kenyon City Council, February 11, 2025

The meeting opened with the Pledge of Allegiance.

Citizen Comment

Adopt Agenda

Consent Agenda

Presentations / Public Hearings / Recognitions / Prolamations

School Bus Driver Appreciation Day Proclamation

Mayor Kirchmann read the "School Bus Driver Appreciation Day" proclamation that will be presented to Held Bus Service.

Administrator Update

KMU Process Update: Administrator Lehner stated that no decisions have been made yet concerning the KMU process. The personnel committee reviewed the five City/KMU agreements and the current organizational chart. He will be putting together a recommended organizational chart and revised agreements that will be presented back to the personnel committee and then to the KMU Commission before coming back to the city council. Audit Update: The auditors will be here working with Whitney on February 20 and 21. Fundraiser at Fire Hall – April 26: FYI - The Kenyon Fire Department will be holding a benefit for a Kenyon fireman's family member at the fire hall. Police Chief Sjoblom will return to work next week. Audio/visual Equipment: Staff are working to coordinate training with the company that installed the audio/visual equipment in the council chambers.

Engineering

2025 Street and Utility Improvements Engineer Olinger stated that the design work for the project is nearly complete and should be ready for approval of bidding at the March council meeting. A neighborhood informational meeting was held on January 27th at city hall. Four residents came to the meeting with comments.

Legal

Old Business

NEW BUSINESS 2025 Sanitary and Storm Sewer Rates Finance Director Kyllo stated that in December 2023, the 2024 sewer rates were increased to reflect additional revenue needed to ensure the Sanitary and Storm Sewer could continue to fund upcoming projects. This was part of a four-year increase plan, which was recommended from the 2021 utility rate study. In 2025, city staff recommend increasing the residential sanitary sewer rate from $7.40 per thousand gallons to $7.77 per thousand. The residential sewer base rate would increase from $26.25 to $27.57 per month. The storm sewer maintenance fee would be increased from $9.00 per month to $13.00 a month for residential customers. Non-residential rates will also be increased.

Resolution 2025-07: Endorsing Federal Legislation to reimburse Body Armor Costs for All

Emergency Responders Administrator Lehner stated that Rice County was asking that emergency responders that serve their county show their support to get federal legislation to reimburse agencies for protective vests for all emergency responders. The Kenyon First Responders serve 42 sections in Rice County. Council member Sjolander stated that this resolution is just saying we are supporting this legislation, not saying we are going out to buy anything.

Rebound Redevelopment Application

Rebound Real Estate (former Sunset Home) requested that the City council approve a resolution approving their Redevelopment Grant application and committing to a local match and authorizing contract signature. Attorney Sathe explained how this program works. The applicant needs to be the city with a subgrant then to the developer.

Resolution 2025-08: Approve Submission of Redevelopment Grant Application in Connection with 127

Gunderson Boulevard

Resolution 2025-09: Commit Local Match for Redevelopment Grant Application and Authorize

Contract Signatures in Connection with 127 Gunderson Boulevard

Schedule for Upcoming Meetings

KMU Meeting: Tuesday, February 18th @ 4:00 p.m. EDA Annual Meeting: Thursday, February 20th @ 8 a.m. City Council Meeting: Tuesday, March 11th @ 7 p.m.

Council And Staff General Comments

Council Member Sjolander appreciates the fire department with the recent fire in town. They went above and beyond to help the residents out without getting paid.

Scott Lehner, City Administrator Donald Kirchmann, Mayor

AGENDA ITEM NO. VII.A

Agenda Item Summary

CITY COUNCIL AGENDA ITEM REPORT

DATE: March 11, 2025

SUBMITTED BY: Holli Gudknecht, Administration

ITEM TYPE: Miscellaneous

Agenda Section: Administrator Update

SUBJECT: Administrator Update:

1. KMU Process 2. Audit Update

Suggested Action:

Attachments:

AGENDA ITEM NO. VIII.A

Agenda Item Summary

CITY COUNCIL AGENDA ITEM REPORT

DATE: March 11, 2025

SUBMITTED BY: Holli Gudknecht, Engineering

ITEM TYPE: Engineering

Agenda Section: Engineering

SUBJECT: 2025 Street & Utility Improvements

SUGGESTED ACTION: See Attachments

Requesting Approval of Resolution Approving Plans &

Specifications and Ordering Advertisement for Bids

Attachments:

01.1_RCA_2025 Street & Utility Improvements.pdf 01.2_Plan and Specification Excerpt.pdf 01.3_Resolution 2025-11 Approving Plans & Specs & Ordering Ad For Bid.pdf

REQUEST FOR COUNCIL ACTION

Agenda Item: Department: Requested Council Meeting Date: Submitted By: Engineering 3/11/2025 Derek Olinger

TITLE OF ISSUE: 2025 Street & Utility Improvements

BACKGROUND AND SUPPLEMENTAL INFORMATION:

Design Progress

Design work for the project is, for the most part, complete and we a ready to request permission to advertise the project for bids. As discussed at previous meetings, the completed design is very similar in scope to the project anticipated during feasibility planning. Costs are still generally in line with previous estimates.

Permits As the project is out for bid, we'll be submitting plans to various agency for permitting approvals. These include Goodhue County, MDH, MnDOT and MPCA. Some minor changes can be expected with any review; however, permits should be in place well before we're ready for construction.

Easements We have started conversations with property owners regarding easements that the city needs to obtain along Langford Ave. We are not anticipating any issues in acquisition at this time. Once we've come to a preliminary agreement on easement terms and payment for each owner, we'll return for final council approval.

Next Steps

If approved for bidding on 3/11, the following schedule is expected: Review Bids, Order Preparation of Final Assessment Roll, Call for Hearing……...…4/8 Meeting Hold Final Assessment Hearing, Award Project, Financing……..…………………...5/13 Meeting Begin Construction………………………………………………………………………………….June

SOURCE OF FUNDING: Future Project Financing

REQUESTED COUNCIL ACTION: Approval of Resolution Approving Plans & Specifications and Ordering Advertisement For Bids

Supporting Documents Attached:

Resolution Ordinance Contract Minutes OTHER

X (Plan/Spec Map next page Excerpt)

Project Map

Excerpt for Council Approval

Project Manual

2025 Street & Utility Improvements 24X.134934.000 City of Kenyon Kenyon, MN

Not for Construction 16

Excerpt for Council Approval

Certifications Page

Project Manual

FOR

2025 STREET & UTILITY IMPROVEMENTS 24X.134934.000 CITY OF KENYON KENYON, MN

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 P. Olinger Date: 03/11/2025 License Number: 54287

City of Kenyon - 24X.134934.000 CERTIFICATIONS PAGE March 2025 PAGE 00 01 05-1 © Bolton & Menk, Inc. 2025, All Rights Reserved Not for Construction 17 Excerpt for Council Approval ADVERTISEMENT FOR BIDS 2025 STREET & UTILITY IMPROVEMENTS CITY OF KENYON KENYON, MN

RECEIPT AND OPENING OF PROPOSALS: Proposals for the work described below will be received online through QuestCDN.com until 11:00AM on Wednesday, April 2, 2025 at which time the bids will be opened and publicly read at the office of the City Administrator, City of Kenyon, 709 2nd Street, Kenyon, MN 55946. DESCRIPTION OF WORK: The work includes the construction of approximately: Approx. Approx. Item Quantity Unit Item Quantity Unit TRAFFIC CTRL & DETOUR 1 LS CIPP SHORT LINER 5 EA CLEARING & GRUBBING 6 TREE SAN MH REHAB (SPRAY-ON) 11 EA EXCAVATION 6000 CY 6" SANITARY SERVICE 325 LF AGGREGATE BASE CLASS 5 1700 CY 8" SANITARY SEWER 425 LF SELECT GRANULAR 1900 CY 48" SANITARY MANHOLE 15 LF CONCRETE CURB & GUTTER 3800 LF 6" – 10" WATERMAIN 1800 LF BIT PAVEMENT (1.5"-2.5") 20000 SY 10" WATERMAIN (HDD) 780 LF 6" – 7" CONCRETE DRIVEWAY 650 SY 1" WATER SERVICE 600 LF 4" – 6" CONCRETE WALK 7800 SF HYDRANT 6 EA SOD, TYPE LAWN 3800 SY 6" PERF. PVC PIPE DRAIN 3050 LF 8" CIPP SANITARY LINING 3600 LF 12" – 24" STORM SEWER 1050 LF SAN LATERAL GROUTING 56 LF DRAINAGE STRUCT. 61 LF together with numerous related items of work, all in accordance with Plans and Specifications. Quantities above include some alternate bids. This project is subject to Responsible Contractor Certification. PLAN HOLDERS LIST, ADDENDUMS AND BID TABULATION: The plan holders list, addendums and bid tabulations will be available for download on-line at www.questcdn.com or www.bolton-menk.com. TO OBTAIN BID DOCUMENTS: Complete digital project bidding documents are available at www.questcdn.com or www.bolton-menk.com. You may view the digital plan documents for free by entering Quest project # 9571780 on the website's Project Search page. Documents may be downloaded for $50.00. Please contact QuestCDN.com at 952- 233-1632 or info@questcdn.com for assistance in free membership registration, viewing, downloading, and working with this digital project information. BID SUBMITTAL: A bid shall be submitted online no later than the date and time prescribed. For this project, the Owner will only be accepting online electronic bids through QuestCDN. To access the electronic bid form, download the project document and click the online bidding button at the top of the advertisement. Prospective bidders must be on the plan holders list through QuestCDN for bids to be accepted. BID SECURITY: A Proposal Bond in the amount of not less than 5 percent of the total amount bid, drawn in favor of City of Kenyon shall accompany each bid. OWNER'S RIGHTS RESERVED: The Owner reserves the right to reject any or all bids and to waive any irregularities and informalities therein and to award the Contract to other than the lowest bidder if, in their discretion, the interest of the Owner would be best served thereby. DATED: March 12, 2025 /S/ Scott Lehner City Administrator Published: The Kenyon Leader: March 12, 2025 QuestCDN: March 12, 2025

****END OF SECTION****

City of Kenyon - 24X.134934.000 ADVERTISEMENT FOR BIDS March 2025 PAGE 00 11 13-1 © Bolton & Menk, Inc. 2025, All Rights Reserved Not for Construction 18 Excerpt for Council Approval AGREEMENT FORMS This Agreement is by and between City of Kenyon ("Owner") and _________________________ ("Contractor"). Terms used in this Agreement have the meanings stated in the General Conditions and the Supplementary Conditions. Owner and Contractor hereby agree as follows: WORK 1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows:  Bituminous Street Reconstruction, Concrete Curb & Gutter, Walks & Drives, Open Cut Utility Replacement, Trenchless Watermain and sanitary sewer lining THE PROJECT 2.01 The Project, of which the Work under the Contract Documents is a part, is generally described as follows:  Project 24X.134934.000 - 2025 Street & Utility Improvements ENGINEER 3.01 The Owner has retained Bolton & Menk, Inc. ("Engineer") to act as Owner's representative, assume all duties and responsibilities of Engineer, and have the rights and authority assigned to Engineer in the Contract. 3.02 The part of the Project that pertains to the Work has been designed by Bolton & Menk, Inc. CONTRACT TIMES 4.01 Time Is of The Essence A. All time limits for Milestones, if any, Substantial Completion, and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract. 4.02 Substantial Completion A. Substantial completion shall be defined as: 1. The date when construction is sufficiently completed so that the owner can occupy or use the improvement for the intended purpose; and, 2. For streets, highways, and bridges, the date when construction-related traffic devices and ongoing inspections are no longer required; and, 3. The date the Work is completed to have traffic and access on the planned permanent configuration and utilities to be permanently operational. Said work includes all underground sewers and utilities, all pavement, permanent safety devices, signing, striping, and installation of turf establishment in accordance with the Contract Documents. B. The terms "substantially complete" and "substantially completed" as applied to all or part of the Work refer to Substantial Completion of such Work.

This document is a MODIFIED version of EJCDC® C‑520, Copyright© 2018 by NSPE, ACEC, and ASCE. All rights reserved. City of Kenyon - 24X.134934.000 AGREEMENT FORMS March 2025 PAGE 00 52 00-1 Not for Construction 19 Excerpt for Council Approval 4.03 Contract Times: Dates 4.04 The work will be substantially completed on or before May 30, 2026, and completed and ready for final payment in accordance with Paragraph 15.06 of Section 00 72 00 "General Conditions" of this Project Manual on or before June 27, 2026. 4.05 Milestones A. Parts of the Work must be substantially completed on or before the following Milestone(s): 1. Milestone 1 - All Work, except for the final lift of bituminous pavement on new streets and mill & overlaying Forest Street must be substantially completed on or before October 4, 2025. The final paving exception does not apply to localized patching. . 4.06 Liquidated Damages A. Contractor and Owner recognize that time is of the essence as stated in Paragraph 4.01 above and that Owner will suffer financial and other losses if the Work is not completed and Milestones not achieved within the Contract Times, as duly modified. The parties also recognize the delays, expense, and difficulties involved in proving, in a legal or arbitration proceeding, the actual loss suffered by Owner if the Work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay (but not as a penalty): 1. Substantial Completion: Contractor shall pay Owner $ 740.00 for each day that expires after the time (as duly adjusted pursuant to the Contract) specified above for Substantial Completion, until the Work is substantially complete. 2. Completion of Remaining Work: After Substantial Completion, if Contractor shall neglect, refuse, or fail to complete the remaining Work within the Contract Times (as duly adjusted pursuant to the Contract) for completion and readiness for final payment, Contractor shall pay Owner $230.00 for each day that expires after such time until the Work is completed and ready for final payment. 3. Milestones: Contractor shall pay Owner for each day that expires after the time (as duly adjusted pursuant to the Contract) specified above for achievement of Milestones, until Milestones are achieved, or until the time specified for Substantial Completion is reached, at which time the rate indicated in Paragraph 4.05.A.1 will apply, rather than the Milestone rate. a. Milestone 1 – Contractor shall pay Owner $2,200.00 per day 4. Liquidated damages for failing to timely attain completion are not additive and will not be imposed concurrently. B. If Owner recovers liquidated damages for a delay in completion by Contractor, then such liquidated damages are Owner's sole and exclusive remedy for such delay, and Owner is precluded from recovering any other damages, whether actual, direct, excess, or consequential, for such delay, except for special damages (if any) specified in this Agreement. CONTRACT PRICE 5.01 Owner shall pay Contractor for completion of the Work in accordance with the Contract Documents, the amounts that follow, subject to adjustment under the Contract: A. For all Unit Price Work, an amount equal to the sum of the extended prices (established for each separately identified item of Unit Price Work by multiplying the unit price times the actual quantity of that item). B. The extended prices for Unit Price Work set forth as of the Effective Date of the Contract are based on estimated quantities. As provided in Paragraph 13.03 of the General Conditions, estimated This document is a MODIFIED version of EJCDC® C‑520, Copyright© 2018 by NSPE, ACEC, and ASCE. All rights reserved. City of Kenyon - 24X.134934.000 AGREEMENT FORMS March 2025 PAGE 00 52 00-2 Not for Construction 20 CITY OF KENYON PLAN EXCERPT: FOR COUNCIL APPROVAL

Construction Plans For

RESOURCE LIST

CITY OF KENYON

City Hall 709 SECOND STREET UTILITIES

GAS 2025 STREET AND UTILITY IMPROVEMENTS Minnesota Energy Resources SANITARY SEWER, WATERMAIN, & STORM SEWER RECONSTRUCTION, BITUMINOUS PAVING, Kenyon, MN 55946 Phone: 507-789-6415 Ben Wolf 507-529-5129 SANITARY SEWER, WATER MAIN, AND STORM SEWER RECONSTRUCTION, BITUMINOUS SIDEWALK, CONCRETE CURB & GUTTER, EROSION CONTROL & TURF ESTABLISHMENT, City Administrator: Northern Natural Gas PAVING, SIDEWALK INSTALLATION, CONCRETE CURB AND GUTTER INSTALLATION, SANITARY SEWER LINING EROSION CONTROL AND TURF ESTABLISHMENT Scott Lehner Kay Klemmer 507-456-1137 Mayor: Don Kirchmann TELEPHONE Frontier Communications City Council Members: Kim Helgeson Richard Schrantz (Mi-Tech) MARCH, 2025 Elana Brunner 612-368-9068 Mary Bailey Lumen/CenturyLink SHEET NUMBER SHEET TITLE Lee Sjolander Dustin Barth City Engineer: Dustin.Barth@lumen.com HIL L GENERAL Derek Olinger, P.E. EN Jaguar Communications GR Bolton & Menk, Inc. MO 2900 43rd St NW, Suite 100 Michael S. Broadwater 507-214-0236 PROJECT LOCATION G0.01 - G0.02 TITLE SHEET, LEGEND, GENERAL NOTES Rochester, MN 55901 G1.01 - G1.03 STATEMENT OF ESTIMATED QUANTITIES 507-525-2685 derek.olinger@bolton-menk.com CABLE Mediacom G2.01 LOCATION PLAN Utility Superintendent (Electric & Eric Larson Water): elarson@mediacomcc.com Randy Eggert MART STREET CIVIL 507-838-6023 Metronet

Red Wing Ave / Th 56 / Th 60

utility@cityofkenyon.com EXISTING CONDITIONS, REMOVALS PLAN ELECTRIC C0.01 - C0.04 Randy Eggert Public Works Director (Street & PINE ST TABLES, DETAILS, TYPICAL SECTIONS utility@cityofkenyon.com C1.01 - C1.08 Sewer): PINE STREET Wayne Enrich EROSION CONTROL PLAN, SWPPP C2.01 - C2.06 507-273-1953 publicworks@cityofkenyon.com

Langford Ave

C4.01 - C4.06 SANITARY SEWER & WATER PLAN & PROFILE

1ST STREET C5.01 - C5.06 STORM SEWER PLAN & PROFILE

Slee Street C6.01 - C6.16 Street Plan & Profile, Intersection Details

2ND ST / TH 2ND STREET / CSAH 12 12 AH C7.01 - C7.08 TRAFFIC CONTROL, SIGNING & STRIPING, SIGNALS CS D/ ILL C8.01 - C8.07 CROSS SECTIONS SPRING ST ER RV NT OMA

3RD STREET THIS PLAN SET CONTAINS 62 SHEETS. PROJECT LOCATION 4TH STREET NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS

Bullis Street

MAP OF THE

PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE CITY OF KENYON CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR GOODHUE COUNTY, MN TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE 56 LAW. NOTIFY GOPHER STATE ONE CALL, 1-800-252-1166 OR 5TH STREET / TH 651-454-0002.

Forest Street

WY

Red Wing Ave

5TH STREET LH THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS ITO

Spring Street

CAP UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS UTILITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED "STANDARD GUIDELINE FOR INVESTIGATING AND DOCUMENTING EXISTING UTILITIES". 6TH STREET R

Map Legend 7Th Street 0 400 800

c Bolton & Menk, Inc. 2025, All Rights Reserved PROJECT LIMITS SCALE FEET

Bid Location

8TH STREET PUBLIC WORKS

Record Drawing

PROJECT DATUM: INFORMATION

H:\KENYON_CI_MN\24X134934000\CAD\C3D\134934000G001.dwg 3/6/2025 4:19:47 PM

OBSERVER: HORIZONTAL: 2011 Goodhue County Coordinate System CONTRACTOR:

Vertical: Date:

NAVD 1988 in Feet

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

Or C

O NST Phone: (507) 208-4332

Email: Rochester@bolton-menk.com CHECKED CWH DO 2025 STREET & UTILITY IMPROVEMENTS G0.01 DEREK OT F DEREK P. N OLINGER OLINGER 54287 03/11/2025 R www.bolton-menk.com CLIENT PROJ. NO. TITLE SHEET LIC. NO. DATE 134934 21 PLAN EXCERPT: FOR COUNCIL APPROVAL

Bullis Street

R

5TH STREET

Spring Street Spring St

8TH STREET 1ST STREET 7TH STREET 6TH STREET 5TH STREET 4TH STREET 2ND ST / TH 3RD STREET FOREST STREET

Red Wing Ave Red Wing Ave / Th 56 / Th 60

Pine Street Mart Street

Langford Ave

GR MO EN HIL L ST RECONSTRUCTION AREA SLEE

Pine S

SLEE STREET

Sanitary Lining Area T

56

2ND STREET / CSAH 12 / TH WY WATER MAIN BORE ITO LH WATER ST CAP

Alternate: 5Th St Reconstruction

c Bolton & Menk, Inc. 2025, All Rights Reserved ALTERNATE: FOREST ST MILL & OVERLAY 12 H SA ALTERNATE: 8TH ST SIDEWALK / C RD E ILL

H:\KENYON_CI_MN\24X134934000\CAD\C3D\134934000G201.dwg 3/6/2025 4:22:16 PM

ALTERNATE: RED WING AVE SIDEWALK RV TO AN M KENYON, MINNESOTA DESIGNED NO. ISSUED FOR DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET TION BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 2900 43RD STREET NW, SUITE 100 CWH RUC 0 200 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 400 ROCHESTER, MN 55901 DRAWN

Horz.

SCALE FEET OR C

O NST Phone: (507) 208-4332 Email: Rochester@bolton-menk.com CHECKED CWH DO 2025 STREET & UTILITY IMPROVEMENTS G2.01 DEREK OT F DEREK P. N OLINGER OLINGER 54287 03/11/2025 R www.bolton-menk.com CLIENT PROJ. NO. LOCATION PLAN LIC. NO. DATE 134934 22 PLAN EXCERPT: FOR COUNCIL APPROVAL

Typical Section

8TH STREET STA 1+90 TO 6+57 R/W R/W ℄ 33' 33' 0.67' 16' 16' 0.67' 1.5" TYPE SP 9.5 WEARING COURSE (SPWEA340C) (2360) 5' WALK 5' SOD 10' SOD BITUMINOUS TACK COAT (2357) 5' SOD PROPOSED B618 1.5" TYPE SP 9.5 WEARING COURSE (SPWEA340C) (2360) 1.5" TYPE SP 9.5 WEARING COURSE (SPWEA340C) (2360) CENTERLINE CONC BITUMINOUS TACK COAT (2357) BITUMINOUS TACK COAT (2357) GRADE CURB VARIABLE SLOPE 2.00% 2.00% 2.50% 3.00% 2.00% 2.5" TYPE SP 12.5 WEARING COURSE (SPWEB340C) (2360) 2.5" TYPE SP 12.5 WEARING COURSE (SPWEB340C) (2360) VARIABLE SLOPE (SEE X-SEC'S) (SEE X-SEC'S) 8" AGGREGATE BASE, CL 5 (2211) 12" AGGREGATE BASE, CL 5 (2211) :1 4" TOPSOIL MIN 0.5 12" SELECT GRANULAR (2105) 12" SELECT GRANULAR (2105) 1.5' BACKFILL WITH SELECT 12" SUBGRADE PREPARATION (2112) (INCIDENTAL) 12" SUBGRADE PREPARATION (2112) (INCIDENTAL) 4" CONC GRADING MATERIAL (TYP) SIDEWALK (2521) 4" AGGREGATE BASE EDGE INSET A EDGE DRAIN INSET A BITUMINOUS PAVEMENT SECTION INSET B BITUMINOUS PAVEMENT SECTION DRAIN NOT TO SCALE NOT TO SCALE CL 5 (2211) (INCIDENTAL TO WALK)

Alternate 1

TYPICAL SECTION TYPICAL SECTION

5TH STREET 5TH STREET STA 8+72 TO 10+20 STA 10+20 TO 13+00 R/W R/W R/W R/W 29' ℄ VARIES 11' - 13' 29' ℄ VARIES 11' - 13' 0.67' 11' 11' 4' 0.67' 11' 11' 0.67' 6' WALK 15' 6' WALK 5' SOD PROPOSED 10' SOD B618 10' SOD PROPOSED B618 CENTERLINE CONC CONC CENTERLINE CONC GRADE VALLEY CURB CURB GRADE VARIABLE SLOPE 1.50% 1.50% 2.50% 2.00% GUTTER VARIES VARIABLE SLOPE 1.50% 1.50% 2.50% 2.00% VARIES (SEE X-SEC'S) VARIABLE SLOPE (SEE X-SEC'S) VARIABLE SLOPE (SEE X-SEC'S) (SEE X-SEC'S) 0.5: 0.5: 1 1 4" TOPSOIL MIN 1.5' BACKFILL WITH SELECT GRADING MATERIAL (TYP) EDGE INSET B EDGE 4" AGGREGATE BASE DRAIN INSET B EDGE DRAIN 4" AGGREGATE BASE DRAIN INSET B EDGE DRAIN CL 5 (2211) CL 5 (2211) (INCIDENTAL TO WALK) (INCIDENTAL TO WALK) 4" CONC 4" CONC SIDEWALK (2521) SIDEWALK (2521)

Typical Section Typical Section

LANGFORD AVENUE LANGFORD AVENUE

STA 14+22 TO 16+00 STA 17+78 TO 21+10 R/W R/W R/W R/W ℄ ℄ VARIES VARIES VARIES VARIES 0.83' 11.5' 11.5' 0.83' 0.83' 11.5' 11.5' 0.83' VARIES 5' - 10' SOD VARIES 5' - 10' SOD MOUNTABLE

c Bolton & Menk, Inc. 2025, All Rights Reserved PROPOSED MOUNTABLE VARIES 5' - 10' SOD PROPOSED CONC CURB VARIES 5' - 10' SOD CENTERLINE CONC CURB CENTERLINE GRADE GRADE VARIES VARIABLE SLOPE VARIABLE SLOPE VARIES 2.50% 2.50% VARIES VARIABLE SLOPE VARIES 3.00% 3.00% (SEE X-SEC'S) VARIABLE SLOPE (SEE X-SEC'S) (SEE X-SEC'S) (SEE X-SEC'S) 4" TOPSOIL MIN 0.5 4" TOPSOIL MIN 0.5 : :1 1 1.5' BACKFILL WITH SELECT 1.5' BACKFILL WITH SELECT GRADING MATERIAL (TYP) GRADING MATERIAL (TYP) EDGE EDGE DRAIN

H:\KENYON_CI_MN\24X134934000\CAD\C3D\134934000C101.dwg 3/6/2025 4:22:49 PM

EDGE DRAIN EDGE DRAIN INSET B DRAIN INSET B

Kenyon, Minnesota

DESIGNED NO. ISSUED FOR DATE

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET TION BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 2900 43RD STREET NW, SUITE 100 CWH RUC PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAWN ROCHESTER, MN 55901

Derek Or C

OLINGER O NST Phone: (507) 208-4332 Email: Rochester@bolton-menk.com CHECKED CWH DO 2025 STREET & UTILITY IMPROVEMENTS DETAILS C1.01 OT F DEREK P. OLINGER R www.bolton-menk.com CLIENT PROJ. NO. N LIC. NO. 54287 DATE 03/11/2025 134934 TYPICAL SECTIONS - RECONSTRUCTION 23 1 EA SA 1 EA STR 5 LF 8" P TO BE R 1 EA 8"X TO CON

Forest Street

LF 6" P >> >> >> PLAN EXCERPT: FOR COUNCIL APPROVAL STA 103+80 STA 105+75 OE

665000020 > F-D STA 100+50 1 EA 8"X6" TEE l > 1 EA 8" GATE VALVE & BOX

Red Wing Ave

C-D OE F-D 1 EA 8" GATE VALVE & BOX 7' 6" PVC WM >> >> 1 EA 8" SLEEVE 714 FOREST STREET 1 EA HYDRANT (G=1191.89) >> OE > >> F-D >> l > >>

216' x 140' STA 100+00 OE F-D C-D 666800050 >> >> 1 EA 6" SLEEVE >> 711 RED WING AVE 1 EA 6" GATE VALVE & BOX OE 150' > l F-D > >> >> A EA 8"X6" REDUCER C-D

> F-D

START 8" VCP SAN. SEWER

STA 100+16, 27' LT 665600080 >> l >> >> OE

8" CIPP LINING 665600100 > 1 EA 6" SLEEVE l F-D OC 665600090 612 8TH STREET 665600120 1 EA 6" GATE VALVE & BOX 665600070 616 8TH STREET 626 8TH STREET >> >> F-D 608 8TH STREET 58' x 150' 665600130 C-D A EA 8"X6" REDUCER 717 FOREST STREET 58' x 150' R

58' x 150' OE OE665600110 58.25' x 150' 626 8TH STREET l 58' x 150' 622 8TH STREET l > >> >> OE 148.5' x 130.3' > CONNECT TO EX SAN (1 EA) 6" PVC PIPE F-D >> STA 100+16, 21' LT OC 6" OE 50' x 150' G 1 EA 8"X6" TEE PVC 9+00 F-D INV = 1190.76' (FIELD VERIFY) DRAIN CLEANOUT P >> >> C-D P l 10' 6" PVC WM WM OE OE PP P P > OE 1 EA HYDRANT (G=1191.39) 6" PVC PIPE OE >> >>

8" PVC SAN OC > > > > F-D >> DRAIN CLEANOUT l l l l l

F-D 6' PERF PVC PIPE DRAIN 6' PERF PVC PIPE DRAIN l C-D

STA 100+16 8" PVC >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> D MH STRM l > >> >> >> >> >> >> > >> >> >> >> >> >> >> >> > >> >> >> >> > TILE TILE INV=1204.84 INV=1204.93 l l l > 6" PVC CB R=1191.80 >> >> >> R=1191.98 1 EA 8"X8" CROSS l l 101 102 103 104 105 100 WM WM > I= S 1188.78 l l l l l l l l l l l I= N 1190.09 l l l l l l l l l l l l l l l l I= E 1189.65 OE lI=I= NW 1188.83 1188.83 1

l l l l l l l OC 8" PVC WM 8" PVC WM 8" PVC WM F-D > > > > >> >> B-10 8S-010 >>

8" PVC WM l 1+00 F-D 2+00 l 3+00 8" PVC SAN l l 4+00 l 5+00 6+00 l 7+00 C-D > > > > || l

> > > > > > > > > > > > > 7

8TH STREET || || || || || || || BEGIN SAN. SEWER CIPP LINING IN FR-150 l B-9 FR-150 >> > CB R=1191.51 OE >> MH STRM D R=1190.76 >> >> >> > l l l l l l I= S 1187.81 I= E 1184.14 OC > > > > > F-D l I= E 1187.71 I= W 1187.03

F-D >> l l l l l CONNECT TO EX. SAN PRESSURE SERVICE l > I= NE 1188.26 C-D I= N 1188.11 > > > > > >> > >> >> >> >> >> >> > >> >> >> >> >> > >> >> >> >> >> > >> >> >> >> >> >> >> >> >> >> > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> I= SW 1188.21 OE F-D OE F-D OE F-D OE F-D CF-D 6' PERF PVC PIPE DRAIN 6' PERF PVC PIPE DRAIN >> PV F-D l l l OE G STA 100+16, 18' RT l l l >> >> >> >> >> >> CONNECT TO EX. PIPE DRAIN 8" WM l > > > > > >> F-D 1 EA 8" 45° BEND > OE C-D 6" PVC PIPE DRAIN CLEANOUT >> CB >> >> STA 100+05 38'RT 6" PVC PIPE R=1192.57 I= E 1190.07 >> OE DRAIN OUTLET DESIGN SPECIAL l 1 EA 8" 45° BEND DRAIN CLEANOUT I= W 1190.39 l 665600180 665600150 F-D >> > 1 EA 6" SLEEVE (END SECTION 6") 627 8TH STREET 665600200 OE 611 8TH STREET 665600170 C-D 1 EA 6" GATE VALVE & BOX 665600200 108' x 150' 804 RED WING AVENUE 8+00 601 8TH STREET 54' x 150' 615 8TH STREET >> A EA 8"X6" REDUCER 110.75' x 150' >> OE 108' x 150' l 54' x 150' 665600190 F-D

OE 605 8TH STREET >> C-D NOTES: 54' x 150' CB >> CB l R=1191.22 OE 1. EXISTING SERVICE LOCATIONS ARE APPROXIMATE AND WILL VARY FROM PLAN (NO ADJUSTMENT IN PAYMENT). R=1191.30 I= E 1188.48 I= S 1188.20

CONTRACTOR SHALL VERIFY ACTUAL LOCATIONS AND THAT SERVICE IS ACTIVE PRIOR TO CONNECTING (INCIDENTAL). I= W 1188.70 I= W 1188.72 I= SW 1188.30 I= W 1188.30 2. INSTALL SANITARY AND WATER TRACER SYSTEMS, SEE SPECIFICATIONS. OE l >> C-D I= NW 1189.20 I= N 1188.10 3. MAINTAIN 18" MINIMUM VERTICAL SEPARATION BETWEEN WATERMAIN AND SEWER AT ALL CROSSING, SEE DETAILS. OE 4. MAINTAIN MINIMUM 7' COVER OVER WATERMAIN & SERVICES. 5. VALVE BOXES AND MANHOLE CASTINGS SHALL BE RAISED TO SURFACE FOLLOWING INSTALLATION OF BOTH BASE lOE C-D AND WEARING COURSE OF PAVEMENT, INCLUDE IN PRICE FOR CASTINGS 6. BULKHEAD EXPOSED ENDS OF ALL ABANDONED PIPES OE

7. TEMPORARY BYPASSING OF SANITARY SEWER IS INCIDENTAL. 1215 1215 l C-D

1210 1210 8S-010 5+00.00, 0.00' FR-150 R=1201.34 1205 1+64.17, 0.00' I=1194.69 8" W 1205 R=1199.31 I=1191.33 8" E I=1191.28 8" N I=1190.76 8" N 1200 1200 B-9 B-10 8" PVC WM 1195 1195 GRADE BREAK 336' - 8" PVC @ 1.00% I=1195.67 336'

@ 8" PVC 1.00%

1190 GRADE BREAK 1190 45° BEND I=1196.00 GRADE BREAK 100+42.63 I=1190.00 I=1190.65 I=1190.15 1185 1185

c Bolton & Menk, Inc. 2025, All Rights Reserved 45° BEND 100+40.13 GRADE BREAK 45° BEND I=1188.15 I=1186.00 100+28.13 I=1188.15 I=1190.15 1180 1180 45° BEND 100+30.13 I=1188.15

1175 1175

H:\KENYON_CI_MN\24X134934000\CAD\C3D\134934000C401.dwg 3/6/2025 4:24:36 PM

1198.4 1198.9 1199.3 1200.0 1200.9 1201.9 1202.8 1203.8 1204.4 1204.8 1204.9 1204.7 1204.1 1203.3 1202.2 1200.8 1199.2 1197.5 1195.9 1194.6 1193.6 1192.8 1190.00 1189.57 1190.22 1191.65 1192.52 1193.39 1194.26 1195.13 1196.00 1195.92 1195.83 1195.75 1195.67 1194.29 1192.91 1191.53 1190.14 1188.76 1187.38 1186.00 1185.78 1185.55 1185.50 1185.50 1170 1170 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 106+50 KENYON, MINNESOTA DESIGNED NO. ISSUED FOR DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED TION 2900 43RD STREET NW, SUITE 100 CWH RUC 0 25 0 5 10 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 50 ROCHESTER, MN 55901 DRAWN

Horz.

SCALE FEET

VERT. SCALE FEET OR C O NST Phone: (507) 208-4332 Email: Rochester@bolton-menk.com CHECKED CWH DO 2025 STREET & UTILITY IMPROVEMENTS UTILITY PLAN & PROFILE C4.01 OT F DEREK DEREK P. OLINGER OLINGER R www.bolton-menk.com CLIENT PROJ. NO. N 54287 03/11/2025 8TH ST LIC. NO. DATE 134934 24 F-D I= S 1159.22 OC >> l

Spring Street

MH STRM

PLAN EXCERPT: FOR COUNCIL APPROVAL D R=1165.56>> >> STA 200+06 STA 204+95 I= N 1161.38 F-D 1 EA 8"X6" REDUCER 1 EA 8"X6" REDUCER I= E 1160.56 I= S 1160.26 > F-D l 1 EA 6" GATE VALVE & BOX 1 EA 6" GATE VALVE & BOX OC 1 EA 6" SLEEVE 1 EA 6" SLEEVE >>

Bullis Street

>> F-D STA 200+16 >

134.75' F-D l 1 EA 8" 45° BEND OC

>> 665100020 >> STA 200+31 F-D 420 BULLIS STREET l > F-D 1 EA 8" 45° BEND OC

>> F-D >> 665100040 > l F-D 410 5TH STREET CB CB OC R

R=1162.56 CB R=1165.41>> CLVT

INV=1164.16 I= SW 1160.19 R=1163.12 I= E 1162.87 l l >> I= S 1160.68 >> >> I= S 1162.11 > F-D >> >> F-D 429.88' >> >> OC >> C OC OC OC PI: 8+50.00 OC OC OE D OC

BP: 8+00.00 EP: 13+96.54

> OC OC OE >> >> >> >> >> >> D MH STRM >> >> >> >> >> >> >> >> >> >> >> OC OC OC OC OE OC OE OE >> >> >> >> >> >> >> >> >> >> >> >> R=1164.80 OC OC OE OC OE OC OE >> OC OE OE OE F-D OE >> >> >> OE OC OE OC OC OE OE MH STRM l I= NE 1159.72 OC OE OC OE OE OC

PI: 13+46.54 >> OC OE OE OC OE OC OE OC OE OC OE OC R=1166.15 OC OC OE OC OE OE OC OC OE OC OE I= E 1158.92 >> F-D OC OE OC OE OC OE OC OE OC OE OE I= N 1159.97 E 200+00 OC OE I= S 1159.98 >> OC OE E I= NE 1161.06 OC OE OC OE >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> I= W 1158.86 >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> I= S 1162.39 OC OE >> I= SW 1159.55 OC OE OC OE 40' 8" 205+00 > I= W 1159.22 F-D PV 2

8+00 9+00 201+00 10+00 202+00 11+00 203+00 12+00 204+00 13+00 l l l

5TH STREET >> l E C l l l l l l l l l l l l l l l l l l l l l l 1

F-D E

B-8C WM F-D

W F-D M B-7 8" PVC WM 8" PV >> l >> > CB >>X >> >> X >> X 496.45' >>X >> >> F- D E X X X X X X X >> E X >> X >> X >> X X >> X >> X >> X >> X >> X X >> X >> X >> X >> X X>> X >> X >> X >> X>> X >> >> R=1165.94 I= S 1160.30 CB R=1165.23 I= NE 1160.20 l X >> I= S 1162.92 X >> I= N 1162.73 > F- D X >> X E >> l X >> X

F-D > X 666800400 C >> >> 400 6TH STREET l F-D 536.51' FRONTAGE > C >> >>

Notes: F-D

1. EXISTING SERVICE LOCATIONS ARE APPROXIMATE AND WILL VARY FROM PLAN (NO ADJUSTMENT IN PAYMENT). >> >

CONTRACTOR SHALL VERIFY ACTUAL LOCATIONS AND THAT SERVICE IS ACTIVE PRIOR TO CONNECTING (INCIDENTAL). >> 2. INSTALL SANITARY AND WATER TRACER SYSTEMS, SEE SPECIFICATIONS. F-D 3. MAINTAIN 18" MINIMUM VERTICAL SEPARATION BETWEEN WATERMAIN AND SEWER AT ALL CROSSING, SEE DETAILS. >> > 4. MAINTAIN MINIMUM 7' COVER OVER WATERMAIN & SERVICES. 5. VALVE BOXES AND MANHOLE CASTINGS SHALL BE RAISED TO SURFACE FOLLOWING INSTALLATION OF BOTH BASE >> >> AND WEARING COURSE OF PAVEMENT, INCLUDE IN PRICE FOR CASTINGS > 6. BULKHEAD EXPOSED ENDS OF ALL ABANDONED PIPES 7. TEMPORARY BYPASSING OF SANITARY SEWER IS INCIDENTAL. 1180 1180 >> MH SSWR >> S R=1168.39 I= N 1162.04

1175 1175

1170 1170

B-7 B-8

1165 1165

18" STM 1160 INV = 1161.81 18" STM 1160 8" PVC WM INV = 1160.47 8" PVC WM

1155 GRADE BREAK GRADE BREAK GRADE BREAK 1155 GRADE BREAK I=1156.83 I=1156.83 I=1157.84 I=1157.33

1150 1150

c Bolton & Menk, Inc. 2025, All Rights Reserved 1145 1145

1140 1140

H:\KENYON_CI_MN\24X134934000\CAD\C3D\134934000C401.dwg 3/6/2025 4:24:39 PM

1166.3 1166.4 1166.2 1166.1 1166.0 1165.9 1165.7 1165.6 1165.5 1165.4 1165.3 1165.5 1165.7 1165.8 1166.0 1166.1 1166.3 1166.4 1166.3 1165.7 1157.60 1157.58 1157.46 1157.33 1157.21 1157.08 1156.96 1156.83 1156.83 1156.83 1156.83 1156.83 1157.00 1157.16 1157.33 1157.49 1157.66 1157.82 1157.56 1166.5 1135 1135 199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00 206+50 KENYON, MINNESOTA DESIGNED NO. ISSUED FOR DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET TION BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 2900 43RD STREET NW, SUITE 100 CWH RUC 0 25 0 5 10 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 50 ROCHESTER, MN 55901 DRAWN

Horz.

SCALE FEET

VERT. SCALE FEET OR C O NST Phone: (507) 208-4332 Email: Rochester@bolton-menk.com CHECKED CWH DO 2025 STREET & UTILITY IMPROVEMENTS UTILITY PLAN & PROFILE C4.02 OT F DEREK DEREK P. OLINGER OLINGER R www.bolton-menk.com CLIENT PROJ. NO. N 54287 03/11/2025 5TH ST LIC. NO. DATE 134934 25 666600240 902 2ND STREET PLAN EXCERPT: FOR COUNCIL APPROVAL 666600250 F-D l 133 SLEE STREET 666600260 1010 2ND STREET 661400030 1022 2ND STREET F-D l

Slee Street

INV=1107.46 20.1 l F-D INV=1107.57 CLVT CLVT INV=1105.25 CLVT l F-D CLVT >> >> 661400020 R

INV=1125.98 1018 2ND STREET > >> l >>> SEE SHEET C5.01 FOR STORM G B-4 F-D E RECONSTRUCTION DETAILS >> >> >>>> EX-20 >> G CC G G l 302 10" PVC WM303 C 10" PVC E l

MATCH LINE - 305+50

CONNECT TO EX MAIN F-D 301 l >>> l l l l l l l l l l l l l 304 l l 305 B-510" PVC WM WM l l > >> l >> l l l l l l l l l G G 20.2 G OE >> CB G G G >>

2ND STREET G F-D >> >> >> G G G G G F-D l CB >> >> >> >> 2S-050 E R=1135.99 G G CB >> >> >> R=1143.34 I= NE 1126.94 G G G R=1127.70 G G >> >> >> >> >DISCONNECT G AND> BULKHEAD > EX > WATER MAIN I= W 1131.49 2S-040 I= E 1121.05 G G G G l I= E 1138.92 F-D S MH SSWR R=1140.41 > > > OE G l

12+00 > > > 13+00 > > > > > >14+00 > >> I= NW 1121.00 > > > > > S MH I= SSWRS 1123.17 l 15+00 G 11+00 I= E 1123.81 > > 16+00 300 R=1128.07 > > l l 10+00 E >> > l l l l l l l l l l >> I= E 1121.78 > O l l l > E l l l I= W 1121.77 > DISCONNECT AND BULKHEAD EX WATER MAIN l l l l l l l E l CAP EX WATER MAIN l l l l l l l l l F-D CB G l l l l l l l l >> >> R=1137.19 l >> CB R=1127.69 >> H >> D I= W MH STRM 1131.35 OE >> I= N 1123.84 E >> >> R=1137.40 I= SE 1131.34 I= NW 1128.82 >> STRM >> E >> >> >> D MH F-D C >> l G R=1143.78 F-D F-D F-D F-D I= E 1128.30 G G G G >> F-D F-D I= E 1134.40 G G G I= SW 1128.40 >> G G G G G >> I= W 1136.78 G G >> >> >> >> >> X

X >> 666600210 X X X X >> X D R=1129.18 MH STRMX >> X X X X X X X X X X X X X X X X X >> X X X X X X X >> >> X X X X X X X X

>> 903 2ND STREET I= NW 1112.78 I= SE 1112.62 >> X

>> >> >> >> >> >> CLVT >> INV=1109.34 CLVT 661400210

666600200 INV=1106.82 1029 2ND STREET 666600180

1029 2ND STREET 1029 2ND STREET

1150 1150

2S-050 300+52.77, 12.37' RT 1145 R=1140.41 1145 I=1123.81 6" E

1140 1140

1135 2S-040 1135 304+50.53, 21.45' RT R=1128.07 I=1121.77 6" W I=1121.78 6" E B-5 1130 1130

EX 15" STM

1125 INV = 1126.74 1125

GRADE BREAK 10" PVC W

M I=1124.13 24" STM 1120 1120

c Bolton & Menk, Inc. 2025, All Rights Reserved INV = 1120.36 EX 24" STM INV = 1119.22 GRADE BREAK GRADE BREAK I=1117.22 I=1117.22 1115 1115 4" POLYSTYRENE INSULATION

1110 EX 138" SPAN ARCH PIPE EX 138" SPAN ARCH PIPE 1110 INV = 1108.18' INV = 1105.79'

H:\KENYON_CI_MN\24X134934000\CAD\C3D\134934000C401.dwg 3/6/2025 4:24:41 PM

1141.2 1140.5 1139.6 1138.1 1136.5 1135.1 1134.1 1133.4 1132.6 1132.0 1131.3 1130.7 1130.1 1129.6 1129.2 1128.9 1128.7 1128.5 1128.5 1128.7 1129.2 1129.6 1142.0 1132.56 1131.31 1129.30 1127.29 1125.29 1123.86 1123.23 1122.59 1121.96 1121.32 1120.69 1120.05 1119.42 1118.78 1118.15 1117.52 1117.22 1117.22 1117.46 1117.71 1117.95 1118.20 1105 1105 299+00 300+00 301+00 302+00 303+00 304+00 305+00 305+50 KENYON, MINNESOTA DESIGNED NO. ISSUED FOR DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED TION 2900 43RD STREET NW, SUITE 100 CWH RUC 0 25 0 5 10 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 50 ROCHESTER, MN 55901 DRAWN

Horz.

SCALE FEET

VERT. SCALE FEET OR C O NST Phone: (507) 208-4332 Email: Rochester@bolton-menk.com CHECKED CWH DO 2025 STREET & UTILITY IMPROVEMENTS UTILITY PLAN & PROFILE C4.03 OT F DEREK DEREK P. OLINGER OLINGER R www.bolton-menk.com CLIENT PROJ. NO. N 54287 03/11/2025 2ND ST 300+00-305+50 LIC. NO. DATE 134934 26 PLAN EXCERPT: FOR COUNCIL APPROVAL 661400030 > 1022 2ND STREET

>

661400090 > 1028 2ND STREET 661400080 1032 2ND STREET

2+00

> > R

G Lining

8" CIPP 8" VCP SAN. SEWER G

G Cb

R=1141.94 B-510" PVC 306 WM 10" PVC WM

MATCH LINE - 305+50

> 307 308 G I= W 1136.54

l l l l l l l l l l l l l I= E 1137.14 G C 2

I= SE 1138.70

I= SW 1136.70 C F-D F-D F-D F-D F-D G G G G G G G >> >> >> l >> >> >> >> >> >> >> >>>> >> >> >>>> >> >> >> >> >> G CB G >> >>

2ND STREET >> >> >> >> >> >> R=1133.35 >> G >> G >> >> >> >>

2ND STREET G G G G G G > G G G G I= E 1129.25 l I= S 1128.37 G OEC

10" PVC I= W 1127.95 17+00 PC-090 18+00 19+00 2S-010 20+00 B-6 21+00 2

>> > > > > > > > > > > l > >> > > > > > > > > > WM > S MH STRM R=1131.23 G > > > > > > > > > > G > MH STRM S R=1140.89 > > > > > > OEC l l l l I= E 1122.23 l l l l l l l l l l l l l 2 1130.61 I= W 1130.59 I= E2+ l l l l l CB R=1141.98 l l l l l l l I= N 1121.92 01130.82 l I= SE 0 > CB I= SE 1138.58 I= W 1122.08 R=1133.50 CONNECT TO EX MAIN G l I= N 1128.75 >> CLVT I= S 1138.03 30 I= N 1137.80 l G I= E 1129.20 DISCONNECT AND BULKHEAD EX WATER MAIN INV=1133.52 9 > OEC CLVT >> CLVT l INV=1137.28 >> >> >> >> CLVT G l > INV=1138.16 3

OEC INV=1139.32 INV=1139.83 G CLVT l > OEC

>> G l > 1+00 OEC OEC CLVT l

MA G INV=1140.25 > 21 l +0 OEC 0 OEC

NT G > NOTES: l OEC

OR G 1. EXISTING SERVICE LOCATIONS ARE APPROXIMATE AND WILL VARY FROM PLAN (NO ADJUSTMENT IN PAYMENT). > OEC CONTRACTOR SHALL VERIFY ACTUAL LOCATIONS AND THAT SERVICE IS ACTIVE PRIOR TO CONNECTING (INCIDENTAL). l

VIL G OEC 2. INSTALL SANITARY AND WATER TRACER SYSTEMS, SEE SPECIFICATIONS. 661400211 G > l

L 3. MAINTAIN 18" MINIMUM VERTICAL SEPARATION BETWEEN WATERMAIN AND SEWER AT ALL CROSSING, SEE DETAILS. 1049 2ND STREET G OEC

ER > 4. MAINTAIN MINIMUM 7' COVER OVER WATERMAIN & SERVICES. OEC l G 5. VALVE BOXES AND MANHOLE CASTINGS SHALL BE RAISED TO SURFACE FOLLOWING INSTALLATION OF BOTH BASE D OEC > AND WEARING COURSE OF PAVEMENT, INCLUDE IN PRICE FOR CASTINGS G 6. BULKHEAD EXPOSED ENDS OF ALL ABANDONED PIPES OEC > OEC 7. TEMPORARY BYPASSING OF SANITARY SEWER IS INCIDENTAL. 20 +0 1150 1150 C 0 > OEC

2S-010 308+78.08, 9.49' RT R=1140.89 1145 I=1130.61 6" E 1145 I=1130.82 6" SE I=1130.59 6" W

1140 1140 PC-090 1+50.00, 0.00' LT R=1131.23 1135 I=1122.08 6" W 1135 I=1122.23 6" E I=1121.92 8" N EX 24" STM INV = 1133.97

1130 1130 GRADE BREAK 45° BEND M I=1131.17 308+67.15 CW 1125 1 0" PV 45° BEND I=1133.00 1125 308+65.15 I=1131.17 I=1131.17

1120 1120

c Bolton & Menk, Inc. 2025, All Rights Reserved GRADE BREAK I=1119.17 1115 1115

1110 1110

H:\KENYON_CI_MN\24X134934000\CAD\C3D\134934000C401.dwg 3/6/2025 4:24:44 PM

1129.6 1130.2 1130.7 1131.4 1132.2 1133.3 1134.4 1135.7 1137.0 1138.2 1139.6 1140.3 1141.0 1141.3 1141.2 1105 1118.20 1118.45 1118.70 1118.95 1119.36 1120.84 1122.32 1123.79 1125.27 1126.75 1128.22 1129.70 1131.17 1133.00 1133.00 1105 305+50 306+00 307+00 308+00 309+00 KENYON, MINNESOTA DESIGNED NO. ISSUED FOR DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET TION BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 2900 43RD STREET NW, SUITE 100 CWH RUC 0 25 0 5 10 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 50 ROCHESTER, MN 55901 DRAWN

Horz.

SCALE FEET

VERT. SCALE FEET OR C O NST Phone: (507) 208-4332 Email: Rochester@bolton-menk.com CHECKED CWH DO 2025 STREET & UTILITY IMPROVEMENTS UTILITY PLAN & PROFILE C4.04 OT F DEREK DEREK P. OLINGER OLINGER R www.bolton-menk.com CLIENT PROJ. NO. N 54287 03/11/2025 2ND ST 305+50-309+00 LIC. NO. DATE 134934 27 F-D

Pine Street

> PLAN EXCERPT: FOR COUNCIL APPROVAL

Mart Street

> F-D >

> > F-D

l > > F-D 665400480 l > 722 PINE STREET 665400370 R

717 MART STREET > F-D MR-020 l 665400360 C l S MH SSWR 712 MART STREET > R=1139.98 I= W 1128.25 OE || > I= E 1128.34 F-D >> F-D I= SE 1128.38 140' l

10" OE PVC

MATCH LINE - 405+50

F-D F-D F-D F-D F-D > || P P F-D F-D >> F-D F-D l F-D F-D 140' >> >> WM F-D F-D F-D F-D F-D F-D F-D F-D F-D C C F- F-D F-D F-D 143' F-D CC F-D >> F-D 10" PVC F-D F-D F-D l F-D F-D D F-D F-D F-D || F-D F-D F-D F-D F-D >> F-D F-D OE F-D >>F-D 400 F-D F-D F-D F-D F-D F-D l l l l >> >> >> >> F-D >> >>F-D >> F-D >> F-D >> >> F-D >> >> F-D F-D F-D F-D F-D CF-D >> >> >> >> >> >> >> l >> F-D >> F-D>> >> F-D >> >>F-D >> F-D >> >> F-D >> >> F-D >> >>F-D >> >> >> >> >> >> >> >> >> l >> >> l WM >> >> l > 401 403 13+00 PN-050 l l l l l l l l 402 l F- l l l l l l l || l l 404 l l 405 l l l > > D l l l LANGFORD AVE > > OE 10" PVC 10" PVC WM > > 14+00 WM 15+00 16+00 10" PVC WM 17+00 19+00 SB-1 OE S MH SSWR 18+00 || l l R=1145.79 I= S 1136.99

>> >> >> >> >> F- D >> >> >> >> >> >> >> >> >> >> >> >> B-3 I= W 1136.94 I= E 1137.57 OE >> l >> >> >> l > || OEC OE OC >> >> >> >> >> >> >> >> >> >> >> >>F-D >> >> F-D >> F-D>> P >> C >> >> >> >> >> >> F-D >> H F-D OE OC OE OC >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>F-D >> F-D >> >>F-D >> >> F-D >> F-D>> OE F-D OE OC >> OE OEC l F-D OE OC F-D 101' l C F-D OE OC F-D F-D F-D OE OC OE OC OE OC F-D F-D F-D F-D OE OE F-D F-D F-D F-D F-D F-D F-D F-D F-D H F-D F-D || OE OEC F-D OE OC OE OEC OE OC OE OC OE OE OC OE OC OE OE OEC OE > OE OC 166' OE OC OE OC OE OE OC OE OC C OE OC || OEC OE OE OE OE OE 163' OE OC OE OC OE OC OC OE OE OC OE OC OEC LF-AR| OC OE OE G OE OE 73' US | OE MH SSWR OE OE 666600090 665401380 R=1143.66 I= SE 1135.19 17 LANGFORD AVE 19 LANGFORD AVENUE || I= NW 1135.19 29,873 SF (TOTAL) 9,016 SF (TOTAL) 23,786 (ABUTTING) 8,358 SF (ABUTTING) || NOTES: 1. EXISTING SERVICE LOCATIONS ARE APPROXIMATE AND WILL VARY FROM PLAN (NO ADJUSTMENT IN PAYMENT). CONTRACTOR SHALL VERIFY ACTUAL LOCATIONS AND THAT SERVICE IS ACTIVE PRIOR TO CONNECTING (INCIDENTAL). ||

400+03.18 (LANGFORD AVE WM) EL: 1145.80 2. INSTALL SANITARY AND WATER TRACER SYSTEMS, SEE SPECIFICATIONS. 3. MAINTAIN 18" MINIMUM VERTICAL SEPARATION BETWEEN WATERMAIN AND SEWER AT ALL CROSSING, SEE DETAILS. 4. MAINTAIN MINIMUM 7' COVER OVER WATERMAIN & SERVICES. ||

5. VALVE BOXES AND MANHOLE CASTINGS SHALL BE RAISED TO SURFACE FOLLOWING INSTALLATION OF BOTH BASE AND WEARING COURSE OF PAVEMENT, INCLUDE IN PRICE FOR CASTINGS

403+67.46 (LANGFORD AVE WM) EL: 1140.50 6. BULKHEAD EXPOSED ENDS OF ALL ABANDONED PIPES || 7. TEMPORARY BYPASSING OF SANITARY SEWER IS INCIDENTAL. 1165 1150 1165 1150

??? MR-020 1160 1145 1160 403+94.95, 43.13' LT R=1139.98 1145 I=1128.38 4" SE

??? I=1128.34 6" E I=1128.25 10" W 1155 1140 1155 1140

1150 1135 1150 18" STM INV = 1135.14 1135

MR-020 10" WM

B-3 403+94.95, 43.13' LT TOP = 1132.48 1145 R=1139.98 1130 1145 1130 I=1128.38 4" SE I=1128.34 6" E I=1128.25 10" W SB-1 1140 1125 1140 1125 12" STM INV = 1138.32 1135 10" PVC WM 1135

c Bolton & Menk, Inc. 2025, All Rights Reserved 45° BEND 45° BEND 4" SAN 400+21.97 400+36.73 INV = 1133.86 I=1137.17 I=1136.56 4" FM 45° BEND 1130 45° BEND 400+34.72 DOLOSTONE, WEAK TOP = 1131.81 1130 400+24.72 I=1134.51 I=1134.51 BEGIN DOLOSTONE, HARD 1125 1125

H:\KENYON_CI_MN\24X134934000\CAD\C3D\134934000C401.dwg 3/6/2025 4:24:48 PM

1134.51 1136.41 1145.2 1144.9 1144.6 1144.3 1143.9 1143.5 1143.0 1142.6 1142.1 1141.7 1141.2 1140.8 1140.3 1140.1 1139.5 1139.0 1138.6 1138.2 1137.8 1137.3 1120 1136.13 1135.85 1135.57 1135.28 1135.00 1134.72 1134.41 1133.99 1133.58 1133.16 1132.75 1132.33 1131.91 1131.50 1131.04 1130.58 1130.11 1129.65 1129.18 1128.71 1120 399+75 400+00 401+00 402+00 403+00 404+00 405+00 405+50 KENYON, MINNESOTA DESIGNED NO. ISSUED FOR DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED TION 2900 43RD STREET NW, SUITE 100 CWH RUC 0 25 0 5 10 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 50 ROCHESTER, MN 55901 DRAWN

Horz.

SCALE FEET

VERT. SCALE FEET OR C O NST Phone: (507) 208-4332 Email: Rochester@bolton-menk.com CHECKED CWH DO 2025 STREET & UTILITY IMPROVEMENTS UTILITY PLAN & PROFILE C4.05 OT F DEREK DEREK P. OLINGER OLINGER R www.bolton-menk.com CLIENT PROJ. NO. N 54287 03/11/2025 LANGFORD AVE 400+00-405+50 LIC. NO. DATE 134934 28 PLAN EXCERPT: FOR COUNCIL APPROVAL F-D > S MH SSWR R=1134.46 I= NE 1127.02 I= SW 1126.14 F-D > > I= E 1127.56

6 712 M 2 LAN 65400240 ART S GFOR TREET D > F-D 7,340 AVENUE SF > 6 1 LAN 65400250 OE GFOR D 5,739 AVENUE > X SF F-D 6 2 LAN 63500020 R

P Oe

GFOR D AVE X > F-D CC F-D NUE >> >> F-D F-D >> >> OE F-D F-D X OE OC OC OE >> 6 1 LAN 63500010 F-D OE OC >> F-D 1,673 SF OE OC F- l >> OE OC D > X GFOR X OE OC l >> X F-D D OE OC O EC >> 5299 AVENUE X OE OC

LAl NGl FOl l l

F-D OE 19+00 50 l 406 >> >> >> F-D 114' OE OC OE OC OC OE OE OC SF >> >> F-D F-D >> OC OE H

Rd Ave

OC OE >> F-D F-D

E - 405+ >> F-D F-D l OC OE > >> F-D F-D OC OE OC OE >> >> F-D F-D F-D F-D OE OC >> F-D H OOEEC >> OC OE OE OC >> 20+00 l >> >> >> 168' >> >> 407 >> C >> l >> >> >> >> >> >> l l > >> >> >> >> >> >> >> >> >> >> >> >> 10" PVC WM MATCH >> l l >> >> >> l l 408 l >> >> OEEC >> 23+00 2

409 >> 21+00 l l l O

LIN >> >> >> 10" PVC WM 22+00 l >> >> >> > >> >> 6" PVC

HIL >> >> >> >> >> >> B-2 >> l WM >> >> OE >> >> OEC >> >> >> >> >> >> >> >> >> >> >> >> 4

>> >> >> >>

REN 666 359' >>>> l >> >> 10 SL 600390 > OE

MOG 94,15 EE STREET OEC

62,64 2 SF (TOTA CB 9 SF (A L R=1126.95 BUTTIN ) l I= SW 1120.92 >> G) > >> I= SE 1121.36 OE I= NW 1120.82 OEC >> l > OE OEC l NOTES: > OE L 1. EXISTING SERVICE LOCATIONS ARE APPROXIMATE AND WILL VARY FROM PLAN (NO ADJUSTMENT IN PAYMENT). OEC CONTRACTOR SHALL VERIFY ACTUAL LOCATIONS AND THAT SERVICE IS ACTIVE PRIOR TO CONNECTING (INCIDENTAL). l 2. INSTALL SANITARY AND WATER TRACER SYSTEMS, SEE SPECIFICATIONS. > 3. MAINTAIN 18" MINIMUM VERTICAL SEPARATION BETWEEN WATERMAIN AND SEWER AT ALL CROSSING, SEE DETAILS. OEC OE

4. MAINTAIN MINIMUM 7' COVER OVER WATERMAIN & SERVICES.

408+70.11 (LANGFORD AVE WM) EL: 1128.10 l 5. VALVE BOXES AND MANHOLE CASTINGS SHALL BE RAISED TO SURFACE FOLLOWING INSTALLATION OF BOTH BASE > AND WEARING COURSE OF PAVEMENT, INCLUDE IN PRICE FOR CASTINGS OE

6. BULKHEAD EXPOSED ENDS OF ALL ABANDONED PIPES l OEC

7. TEMPORARY BYPASSING OF SANITARY SEWER IS INCIDENTAL. 1150 1150 > OE OEC

??? 1145 1145

1140 1140

1135 1135 12" STM INV = 1133.67

1130 1130 12" STM B-2 INV = 1128.83 10" PVC W DOLOSTONE, WEAK M 1125 4" POLYSTYRENE 1125 INSULATION BEGIN DOLOSTONE, HARD 24" STM DOLOSTONE, INV = 1122.69 WEAK 1120 1120

c Bolton & Menk, Inc. 2025, All Rights Reserved BEGIN DOLOSTONE, HARD 1115 1115

1110 1110

H:\KENYON_CI_MN\24X134934000\CAD\C3D\134934000C401.dwg 3/6/2025 4:24:51 PM

1137.3 1136.8 1136.3 1135.9 1135.4 1134.9 1134.3 1133.7 1133.1 1132.4 1131.4 1130.5 1129.6 1128.8 1128.71 1128.25 1127.78 1127.32 1126.85 1126.39 1125.84 1125.21 1124.57 1123.85 1122.95 1122.06 1121.19 1120.42 1119.66 1118.90 1105 1105 405+50 406+00 407+00 408+00 409+00 410+00 KENYON, MINNESOTA DESIGNED NO. ISSUED FOR DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED TION 2900 43RD STREET NW, SUITE 100 CWH RUC 0 25 0 5 10 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 50 ROCHESTER, MN 55901 DRAWN

Horz.

SCALE FEET

VERT. SCALE FEET OR C O NST Phone: (507) 208-4332 Email: Rochester@bolton-menk.com CHECKED CWH DO 2025 STREET & UTILITY IMPROVEMENTS UTILITY PLAN & PROFILE C4.06 OT F DEREK DEREK P. OLINGER OLINGER R www.bolton-menk.com CLIENT PROJ. NO. N 54287 03/11/2025 LANGFORD AVE 405+50-410+00 LIC. NO. DATE 134934 29 12+00 >> >>

Plan Excerpt: For Council Approval

>> >> X >> OE OC

665600130 X

>> >> >> 6+00 626 8TH STREET X OC OE

>> >>

666800080 R

>>X R

5TH STREET 148.5' x 130.3' P PP >> 629 7TH STREET >> >>

8TH STREET X OC OE

185' >> X >> >> X

>> >> OC OE >> X

>> >> >> P X P P OC OE >>

PI: 4+21.50 EP: 4+33.00

>> PI: 2+06.70 >>

BP: 1+00.00 BP: 1+00.00 PI: 1+61.92 PI: 1+85.75

>> EP: 2+12.57 X >> >> 13+00 OC OE X

>> >> X >> 1+00 2+00 3+00 4+00 4

X 1+00 2+00 2

X X

>> G >> OC OE F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D C F-D F-D F-D F-D F-D F-D C >> >> 7+00 >> V

Red Wing Ave

G D

OC OE D

PI: 7+16.24

Spring Street

S PI: 13+46.54 S G OC OE D E E E C-D OE C-D OE C-D OE C-D OE C-D OE C-D C-D C-D C-D C-D C-D OE OE OE OE OE OE OC OC OC OC C OC OC OC OE F-D F-D OC F-D F-D G F-D F-D F-D F-D F-D F-D

OC F-D OC OE CLVT

666800030 7

EP: 13+96.54 D 1

EP: 7+66.24 OC

705 RED WING AVE F-D OC OE

666800050 176' OC

Notes:

711 RED WING AVE OC OE 1. ALL DRIVEWAYS ARE 6" UNLESS OTHERWISE NOTED 2. ALL SIDEWALKS ARE 4", UN LESS OTHERWISE NOTED

150' OC 3. ALL CASTING/VALVE BOXES SHALL BE RAISED TO SURFACE FOR BASE AND FINAL LIFTS OF PAVING, OC OE

Include In Price For Casting / Valves

1220 1220 1190 OC 1190

1215 1215 1185 1185

1210 1210 1180 1180

VPI: 3+75.00 VPI: 4+21.50

1205 VPI: 3+30.00 1205 1175 1175 EL: 1202.07 VPI: 2+96.87 EL: 1201.46 EL: 1199.75 EL: 1201.68

VPI: 2+60.90 1.35% -0.84% VPI: 2+47.50 1.50% 5.82% 1200 1200 1170 VPI: 1+00.00 VPI: 1+61.92 1170 VPI: 1+85.75 VPI: 2+06.70 1.50% EL: 1197.51 EL: 1197.03 % 7.00 EL: 1166.10 LANDING 3.56% EL: 1165.72 EL: 1165.47 EL: 1165.27 VPI: 1+00.00 VPI: 3+25.00 -0.62% -1.02% -0.98% 1195 3.13% VPI: 2+91.87 EL: 1201.39 1195 1165 1165 EL: 1192.42 EL: 1199.68 LANDING

1190 1190 1160 1160

c Bolton & Menk, Inc. 2025, All Rights Reserved CLVT

1185 1185 1155 1155

Eg Elevation Eg Elevation

1180 DESIGN BACK OF WALK ELEVATION 1180 1150 DESIGN BACK OF WALK ELEVATION 1150

H:\KENYON_CI_MN\24X134934000\CAD\C3D\134934000C601.dwg 3/6/2025 4:31:45 PM

F-D F-D

1192.9 1193.3 1194.6 1194.6 1195.3 1196.4 1197.1 1199.4 1200.4 1201.4 1202.2 1202.4 1202.3 1166.3 1166.0 1166.0 1165.6 1165.7 1192.42 1193.20 1193.98 1194.76 1195.55 1196.33 1197.12 1198.49 1199.93 1201.39 1201.73 1202.07 1201.86 1201.6 1145 1166.10 1165.95 1165.79 1165.58 1165.33 1145 1175 1175 0+75 1+00 2+00 3+00 4+00 4+25 0+75 1+00 2+00 2+25 KENYON, MINNESOTA DESIGNED NO. ISSUED FOR DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED SHEET BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED TION 2900 43RD STREET NW, SUITE 100 CWH RUC 0 25 0 5 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 50 10 ROCHESTER, MN 55901 DRAWN

Horz.

SCALE FEET

VERT. SCALE FEET DEREK OR C OLINGER O NST Phone: (507) 208-4332 Email: Rochester@bolton-menk.com CHECKED CWH DO 2025 STREET & UTILITY IMPROVEMENTS STREET PLAN & PROFILE C6.07 OT F DEREK P. OLINGER R www.bolton-menk.com CLIENT PROJ. NO. N 54287 03/11/2025 RED WING AVE & SPRING ST SIDEWALKS LIC. NO. DATE 134934 30 RESOLUTION 2025-11 CITY OF KENYON COUNTY OF GOODHUE STATE OF MINNESOTA

Resolution Approving Plans And Specifications And Ordering Advertisement For Bids

2025 STREET & UTILITY IMPROVEMENTS

WHEREAS, pursuant to a resolution passed by the council October 8th, 2024, Bolton & Menk, Inc. has prepared plans and specifications for the 2025 Street & Utility Improvements for the improvement of:

Street/Area From To General Scope

nd 2 St Slee St Mantorville Rd Water Replacement Langford Ave Pine St Mogren Hill Full Reconstruc on 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 (N of 2nd St) Sanitary lining & repairs Forest St 3rd St 8th St Sanitary lining & repairs, Paving (Alternate) 8th St Forest St Red Wing Ave Full Reconstruc on & Sidewalk (Alternate) 5th St (Alternate) Bullis St Spring St Full Reconstruc on Red Wing Ave 8th St 7th St Sidewalk (Alternate)

and has presented such plans and specifications to the council for approval;

Now Therefore, Be It Resolved By The City Council Of Kenyon, Minnesota:

1. Such plans and specifications, a copy of which is attached hereto and made a part hereof, are hereby approved.

2. The city administrator shall prepare and cause to be inserted in the official paper and in an online bidding service (Quest CDN), an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisement shall be published for 3 weeks, shall specify the work to be done, shall state that bids will be received online until 11:00 a.m. on April 2, 2025, at which time they will be publicly opened at city hall by the city administrator and engineer, will then be tabulated, and will be considered by the council at a following regular city council meeting, in the council chambers of the city hall. Any bidder whose responsibility is questioned during consideration of the bid will be given an opportunity to address the council on the issue of responsibility. No bids will be considered unless sealed and filed with the city administrator and accompanied by a cash deposit, cashier's check, bid bond or certified check payable to the City of Kenyon for 5 percent of the amount of such bid.

Adopted by the City Council of the City of Kenyon on this 11 th day of March, 2025.

Don Kirchmann, Mayor

ATTEST:

___________ Scott Lehner, City Administrator

AGENDA ITEM NO. VIII.B

Agenda Item Summary

CITY COUNCIL AGENDA ITEM REPORT

DATE: March 11, 2025

SUBMITTED BY: Holli Gudknecht, Engineering

ITEM TYPE: Engineering

Agenda Section: Engineering

SUBJECT: 2025 Chip Seal Project

SUGGESTED ACTION: See Attachments

Requesting Approval to collect quotes.

Attachments:

02.1_RCA_2025 Chip Seal.pdf 02.2_2025 Chip Seal RFP Excerpt.pdf

REQUEST FOR COUNCIL ACTION

Agenda Item: Department: Requested Council Meeting Date: Submitted By: Engineering 3/11/2025 Derek Olinger

TITLE OF ISSUE: 2025 Chip Seal Project

BACKGROUND AND SUPPLEMENTAL INFORMATION:

Each year, the city budgets ~$45,000 for preventative maintenance on streets. One type of maintenance is known as chip sealing, which involves placing oil and rock "chips" on the pavement surface. The materials act like a sealant and prevents premature aging of the asphalt. Preventative maintenance of good-conditioned streets is crucial