Watch the meeting
What happened
- Closed session held 6:12–6:49 p.m. on internal affairs data regarding allegations of law enforcement personnel misconduct; "No Action" taken.
- Consent agenda approved, including Resolution 2025-28 accepting $12,500 in Kenyon Fire Relief Association donations ($2,500 for Depot Park shelters, $10,000 for the fire truck fund).
- Pay Application No. 4 to Fitzgerald Excavating & Trucking approved for $220,801.37; Change Order No. 1 was tabled as not ready.
- Ordinance No. 113 regulating discharge of firearms, bows and hunting adopted, with Resolution 2025-25 approving publication by title and summary.
- Resolution 2025-29 adopted the 2026 budget and a tax levy of $1,528,541 payable 2026, a 9.18 percent increase.
- Resolution 2025-31 authorized a CMPAS/Bingham Lakes wholesale power agreement for one-half megawatt of wind energy, with option for another half megawatt.
- Purchase and development agreement with Firebird, LLC for a Kenyon Industrial Park lot approved.
- BerganKDV selected for auditing services at $27,540 the first year, rising to a maximum $29,500 by year three; CliftonLarsonAllen proposed $97,640 first year.
- CEDA contracted services renewed at $55,053 annually for two days per week; posting of Line Worker/Water Operator position approved.
- Administrator Lehner reported Hiawatha Transit would cancel service in Kenyon as of January 1; Officer Homeier is on administrative leave.
What was asked 23 raised · 12 settled
Every question, assignment, pending figure and unsourced claim from this meeting, quoted from the record, each checked against the county, census, listing, bid and budget data we hold.
The final budget reflects a maximum proposed levy increase of 9.18 percent for 2026.
Presented with Resolution 2025-29 after the December 2 Truth in Taxation hearing.
At the meetingResolution 2025-29 adopted 4-0-0.
The certified 2026 city levy is $1,528,541, which is 9.18 percent above the $1,400,000 levy for 2025, so the figure presented to the council is exact. The certified city tax rate rose to 84.6822 percent of net tax capacity from 79.3028 percent, and city tax billed across all city parcels for pay 2026 came to $1,504,110. The rate rise came almost entirely from the bond levy: the general rate fell 0.38 percent while the bond rate rose 35.91 percent.
taxes/data/kenyon_tax.json; taxes/levy.html, county auditor rate document
BerganKDV proposed fees of $27,540 for the first year, increasing to a maximum of $29,500 by the third year. CliftonLarsonAllen proposed fees of $97,640 for the first year, increasing to $70,940 by the third year.
Report on the two responses to the auditing services RFP.
At the meetingCouncil accepted BerganKDV.
Our bid record carries the same figures: BerganKDV at $27,540 to a maximum $29,500, CliftonLarsonAllen at $97,640 to $70,940. CliftonLarsonAllen's first-year price was 3.5 times BerganKDV's, and its schedule falls rather than increases across the three years, so the word increasing in the minutes describes a declining fee.
The minutes describe CliftonLarsonAllen's fee as increasing from $97,640 to $70,940 by year three, which is a decrease of $26,700.
KENYON_BIDS.md; data/bids.csv
The EDA recommended approving the CEDA contract for contracted services totaling $55,053 annually for two days per week.
EDA recommended renewing the city's contract with CEDA for 2026.
At the meetingMotion to approve the 2026 CEDA contracted services carried 4-0-0.
The CEDA agreement in the same packet confirms the figure and restates the hours differently. It obliges the authority to reimburse CEDA for staff time at a not-to-exceed rate of $55,053 based on an average of sixteen hours a week, prorated if the start date shifts, with materials, conferences and meetings paid separately on a unit basis agreed in writing. Sixteen hours a week is the two days per week reported to the council. The work covered is economic development marketing, business outreach, business retention and expansion, and hosting public forums on the authority's programming.
12.9.25 Council Agenda and Packet Updated, CEDA agreement Article III
PRESENTATIONS/PUBLIC HEARINGS RECOGNITIONS/PROCLAMATIONS VII. ADMINISTRATOR UPDATE VIII. ENGINEERING A. 2025 Street and Utility Improvements 1.
A change order to clean up administrative changes on the Fitzgerald Excavating contract was not complete at the December 9 meeting.
At the meetingNo action; item held over.
Change Order No. 1 for Fitzgerald Excavating and Trucking came back ready for review and was approved 5-0-0 on a motion by Bailey seconded by Brunner, recorded in the February 10 2026 council packet. The change order extended the 2025 completion dates to cover the additional time needed for the 2nd Street watermain work. Change Order 2, dated July 14 2026, records the change from previously approved change orders as a deduct of $37,814.00 against the original contract price of $2,294,629.25.
2-10-26 Council Packet; 3-10-26 Council Packet Updated; 7.14.26 Council Packet Updated Change Order 2 form · taken up again 2026-02-10
Brady Fischer questioned what was going on with police officer Homeier. Lehner stated that Homeier is currently on administrative leave.
Asked during council and staff general comments, following a closed session on law enforcement personnel misconduct allegations.
At the meetingLehner said Homeier is currently on administrative leave.
Brian Homeier resigned effective January 28 2026 and the city accepted a separation agreement. Attorney Riggs told the council a closed session was no longer necessary and he and Administrator Lehner recommended approving the resolution on the separation of Homeier's employment. A special closed meeting had been noticed for January 28 2026 under Minnesota Statutes section 13D.05 subdivision 2(b) to consider allegations against him.
2-10-26 Council Packet; 1-28-26 Notice of Special Closed Meeting · taken up again 2026-02-10
Any Actions that must Occur by a Vote Stemming from the Subject of the Closed Meeting, Including a Continuance of the Meeting No Action Other Related Matter Nothing additional.
The council closed the meeting from 6:12 to 6:49 pm to discuss internal affairs data and took no vote afterward.
The matter ended in a resignation rather than a disciplinary decision. Brian Homeier submitted his resignation effective January 28 2026 and the council accepted a separation agreement, with Attorney Riggs advising that a further closed session was not necessary. No internal affairs investigation report appears in our record.
2-10-26 Council Packet; 3-10-26 Council Packet Updated · taken up again 2026-02-10
Resolution 2025-29: Adopting the 2026 Budget and Establishing the Tax Levy for Payable 2026 Summary Report 3 Resolution 2025-29 FinalLevyandBudgetAdoption.docx X.B Approve Posting the Line Worker/Water Operator Position Summary Report KMU List.docx LINE WORKER-WATER OPERATOR JAN 24 2008.docx XI.
The position has been open since Fitch resigned in May.
At the meetingMotion carried 4-0-0.
The position was filled by Parker Burdorf, whose hire appears on the June 9 2026 council agenda and was approved on the July 14 2026 consent agenda 5-0-0, with Burdorf introducing himself at that meeting. The posting itself lagged: on April 12 2026 Administrator Lehner reported he was still working with KMU staff to update the job description and that the position should be posted soon. That is roughly a year between Austin Fitch's May 2025 resignation and the replacement hire.
The council directed the posting on December 9 2025, yet on April 12 2026 the administrator reported the job description was still being updated and the position not yet posted.
6.9.26 Council Packet Agenda; 7.14.26 Council Packet Updated; 4-12-26 Council packet · taken up again 2026-06-09
PRESENTATIONS/PUBLIC HEARINGS RECOGNITIONS/PROCLAMATIONS VII. ADMINISTRATOR UPDATE VIII. ENGINEERING A. 2025 Street and Utility Improvements 1.
Engineering update on construction status at the December meeting.
At the meetingReported as status only.
Change Order No. 1, approved in early 2026, extended the 2025 completion dates, and Change Order 2 dated July 14 2026 sets substantial completion at July 18 2026 and ready for final payment at August 30 2026. Change Order 2 also delays final paving on 8th Street because soils backfilled over 2025 utility trenches settled over the following year. The project did carry into 2026 as reported, finishing more than a year after the original contract was awarded on July 8 2025 at $2,294,629.25.
7.14.26 Council Packet Updated, Change Order 2; 2-10-26 and 3-10-26 Council Packets · taken up again 2026-07-14
Although this work was more disruptive and total time for the street closure was extended by several weeks, the true construction cost results in a net deduct of ~$38,000.
The change order that was tabled on December 9 adjusts payment because bedrock forced open-trench installation instead of directional drilling.
At the meetingNot acted on; change order was tabled.
The deduct was $37,814.00, not the approximately $38,000 estimated in December. The Change Order 2 form dated July 14 2026 records the change from previously approved change orders as $(37,814.00) against an original contract price of $2,294,629.25, and Change Order No. 1 itself was approved 5-0-0 in early 2026.
7.14.26 Council Packet Updated, Change Order 2 form; 2-10-26 Council Packet · taken up again 2026-02-10
This change effectively removes the liquidated damages that would otherwise be assessed to the contractor. In this case, we feel that the assessment of liquidated damages would not be appropriate. 2.
The contract amendment pushes Milestone 2A from October 31 to November 28, 2025 and omits Milestone 1D.
At the meetingNot acted on; tabled at the December 9 meeting.
The council approved Change Order No. 1 for Fitzgerald Excavating and Trucking 5-0-0 on a motion by Bailey seconded by Brunner, so no liquidated damages were assessed. The Change Order 2 form confirms the milestone changes carried by the first change order: Milestone 1D omitted and Milestone 2A pushed from October 31 to November 28 2025. The engineer's stated basis was that assessing liquidated damages would not be appropriate.
2-10-26 Council Packet; 7.14.26 Council Packet Updated, Change Order 2 form · taken up again 2026-02-10
The legal newspaper needs to be decided - The Kenyon Leader or the Kenyon Messenger Documentation from Attorney Riggs on State Statutes concerning Legal newspapers is attached.
Listed as 'TBD' in the 2026 appointments and designations with attorney documentation on statutes attached.
The council designated the Kenyon Leader as legal newspaper in the 2026 appointments and designations. The Kenyon Leader is owned by APG Media of Southern Minnesota and its paid circulation has fallen from 2,866 to 416, and the city paid APG on 19 register lines between November 2024 and August 2026. Kenyon's annual legal notice spend runs roughly $2,600 against about $3.6 million across all 856 Minnesota cities.
2-10-26 Council Packet, 2026 Appointments and Designations; APG files; MN_CITY_NOTICE_SPEND · taken up again 2026-02-10
Kenyon Fire Relief Association – Don Kirchmann and Scott Lehner SUGGESTED ACTION: There are still vacant spots on the Historic Preservation Commission, Planning Commission, and on the Park & Rec Committee.
2026 appointments and designations list three vacancies on the Planning Commission, one on Historic Preservation, and one on Park & Rec.
The Planning Commission and Park and Recreation vacancies were filled on March 10 2026 with the appointments of Kelly Kreisler, Jon Meyers and John Cambronne to the Planning Commission and Taylor Eggert to the Park and Recreation Committee. The Historic Preservation Commission seat was still listed as vacant in the February and March 2026 appointments lists and we hold no record of it being filled.
3-10-26 Council Packet Updated; 2-10-26 Council Packet · taken up again 2026-03-10
The following members were present: Council Members Kim Helgeson, Lee Sjolander, Elana Brunner, and Mary Bailey Absent: Mayor Don Kirchmann Also, present: Administrator Scott Lehner, Holli Gudknecht, Attorney Scott Riggs, and Police Chief Sjoblom The meeting was called to order by Acting Mayor Bailey at 6:10 pm. Motion by Sjolander seconded by Helgeson to close the meeting at 6:12 pm.
Two proposals were received for auditing services after ABDO could no longer perform the audit.
At the meetingMotion carried 4-0-0.
Our bid record confirms the award to BerganKDV at $27,540 rising to a maximum of $29,500 in year three, chosen over CliftonLarsonAllen. BerganKDV was subsequently designated City Auditor in the 2026 appointments and designations. We hold neither the signed engagement letter nor any first-year performance review, so the one-year reevaluation option cannot be traced.
Our bid record dates this auditing services RFP award 2024-12-10 while the minutes place the decision at the December 9 2025 meeting, with identical fee figures.
KENYON_BIDS.md; 2-10-26 and 3-10-26 Council Packets, 2026 Appointments and Designations · taken up again 2026-02-10
Therefore, the resolution included in the meeting packet should be adopted by the Council. The final year-end capital fund amounts will not be known until the 2025 audit is completed.
Resolution 2025-30 commits year-end capital fund balances under GASB 54 before year end.
At the meetingCouncil adopted Resolution 2025-30 committing the balances subject to audit.
The 2025 audit had not produced final figures three months later: the February 10 and March 10 2026 packets still present unaudited cash balances by fund for September 30 2024, December 31 2024 and September 30 2025. The committed capital fund balances adopted under Resolution 2025-30 therefore remained contingent through at least March 10 2026. The completed 2025 audit report from BerganKDV would settle it.
2-10-26 Council Packet; 3-10-26 Council Packet Updated
The following members were present: Council Members Kim Helgeson, Lee Sjolander, Elana Brunner, and Mary Bailey Absent: Mayor Don Kirchmann Also, present: Administrator Scott Lehner, Holli Gudknecht, Attorney Scott Riggs, and Police Chief Sjoblom The meeting was called to order by Acting Mayor Bailey at 6:10 pm. Motion by Sjolander seconded by Helgeson to close the meeting at 6:12 pm.
The city is required to have a policy for the new state paid leave program, drafted from the League of Minnesota Cities model.
At the meetingMotion carried 4-0-0.
A personnel policy update appears as item four on the administrator update for the July 14 2026 meeting, which is the only later trace of policy revision in our record. We do not hold the final adopted MN Paid Leave Policy text or any staff revisions to it. The adopted policy document would settle it.
7.14.26 Council Packet Updated, Administrator Update
The City's current auditor, ABDO, is no longer able to perform the audit due to its role in providing finance services.
Explanation for why the city issued an auditing services RFP.
At the meetingStated as the reason for the RFP.
The sequence in our bid record is consistent with the independence explanation: Abdo won the finance and accounting services RFP on August 12 2025 and the auditing services work then went to BerganKDV. Abdo has since proposed $164,800 for 2027 financial, HR and payroll services and charged a one-time $15,000 to reconcile January through July 2025 records. We hold no written independence determination or notice from Abdo, which is what would settle the stated reason.
KENYON_BIDS.md; 9-8-26 Council Packet budget tables
Jacobsen Law - Request for Increase to Fees for 2026 Criminal Prosecution Contract Summary Report Resolution 2025-28 Accepting_Kenyon_Fire_Association_Donations.docx township contract 2026.docx JACOBSEN LAW.pdf V.
Item included on the consent agenda.
At the meetingApproved as part of the consent agenda, 4-0-0.
David Jacobsen of the Jacobsen Law Firm was reappointed Prosecuting Attorney in the 2026 appointments and designations, so the relationship continued after the fee increase was approved on the consent agenda. The fee request letter and the new contract rate are not in our record.
3-10-26 Council Packet Updated, 2026 Appointments and Designations · taken up again 2026-03-10
Approve posting the Line Worker/Water Operator Position Administrator Lehner stated that the KMU Commission recommended approval to post the Line Worker/Water Operator position to replace Austin Fitch who resigned in May.
Stated as the reason for posting the vacant KMU position.
At the meetingCouncil approved posting the position.
Our record traces the vacancy but not the resignation date. The Line Worker and Water Operator post was still unposted on April 12 2026 while the job description was being updated, and Parker Burdorf's hire was approved on the July 14 2026 consent agenda. A personnel action form or payroll record showing Austin Fitch's last day would settle the May 2025 date.
4-12-26 Council packet; 6.9.26 Council Packet Agenda; 7.14.26 Council Packet Updated
Fischer also asked where his utility money goes.
Citizen asked about the destination of his utility payments during general comments.
At the meetingNo direct answer; Sjolander offered to get a list from him and find answers, and KMU staff spoke with Fischer after the meeting.
We hold no breakdown of KMU utility rate components or fund allocations. The later passages attached to this item concern the Firemen's Relief Association bylaws and the street project, not utility billing. A KMU cost-of-service study or a rate ordinance showing each charge component would settle it.
would settle it: A breakdown of KMU utility rate components and fund allocations
Council member Sjolander offered to get a list from him and find answers.
Response to a citizen's question about utility charges during general comments.
At the meetingCommitment made; KMU staff also talked with Fischer after the meeting.
We hold no written responses to Brady Fischer's list of utility questions and no later passage shows the commitment being reported back to the council. Correspondence from Council Member Sjolander or KMU staff to Fischer would settle it.
would settle it: Written responses to Fischer's list of utility questions
Administrator Lehner noted that he had received an email informing the city that Hiawatha Transit would be cancelling service in Kenyon as of January 1.
Lehner reported receiving an email about the transit service cancellation during general comments.
At the meetingReported only; no council action.
We hold neither the Hiawatha Transit cancellation notice nor any replacement service plan, and the later passages attached to this item concern lead service lines and the Northland financial management plan. The written notice from Hiawatha Transit and any council discussion of replacement service would settle it.
would settle it: The written notice from Hiawatha Transit and any replacement service plan
Power Sales Agreement Between CMPAS and City of Kenyon Administrator Lehner stated that the KMU Commission recommended approving the purchase of half a megawatt of wind energy and up to another half a megawatt if it becomes available.
KMU recommended a power sales agreement with CMPAS for one-half megawatt of wind energy.
At the meetingResolution 2025-31 adopted 4-0-0 authorizing the Bingham Lakes agreement.
We hold no notice from CMPAS on availability of the additional half megawatt. The later passages attached to this item record only the March 2026 appointments of Randy Eggert as the city's representative and John Lee as alternate to the CMMPA and CMPAS boards. A CMPAS allocation notice or a KMU Commission recommendation to exercise the option would settle it.
3-10-26 Council Packet Updated · would settle it: Notice from CMPAS on availability of the additional half megawatt
Estimated cost is approximately $600 per attendee.
Council approved KMU Commissioners attending the MMUA training conference.
At the meetingMotion approving KMU Commissioner attendance carried 4-0-0.
We hold no MMUA registration fee schedule and no travel cost records for the Governance in Action conference. The city's dues and subscriptions object code ran $21,697 in 2025 with $22,930 budgeted for 2026, but it is not itemized by event. The MMUA registration invoice and attendee reimbursement forms would settle it.
KENYON_IT_SPEND.md, packet budget tables · would settle it: MMUA registration fee schedule and final travel costs
Decisions 3 motions
| Motion | Moved / seconded | Vote |
|---|---|---|
| Close the meeting at 6:12 pm | Sjolander / Helgeson | 4-0-0 |
| Adjourn the closed session at 6:49 pm | Sjolander / Bailey | 4-0-0 |
| Adjourn meeting at 6:50 pm | Helgeson / Bailey | 4-0-0 |
Who did what
| Person | At this meeting |
|---|---|
| Mary Bailey Council Member / Acting Mayor | Presided over the closed session and regular meeting in the mayor's absence; moved approval of the 2026 budget resolution, CEDA contract, PTO policy and holiday closings |
| Don Kirchmann Mayor | Absent from both the closed session and regular meeting |
| Lee Sjolander Council Member | Moved to close the meeting for the internal affairs discussion and moved approval of the consent agenda, pay application, Firebird agreement, position posting and BerganKDV audit proposal |
| Kim Helgeson Council Member | Seconded multiple motions, moved adoption of Ordinance No. 113 and Resolution 2025-25, and reminded everyone of Christmas in Kenyon on December 13 |
| Elana Brunner Council Member | Moved to adopt the agenda and seconded several motions; thanked all staff for their work |
| Scott Lehner City Administrator | Reported on the budget and levy, CEDA contract, GASB 54 capital fund commitment, audit proposals, conference costs, PTO policy, holiday closings and Hiawatha Transit cancellation |
| Holli Gudknecht Administrative Assistant / Deputy City Clerk | Recorded the closed session and regular meeting minutes |
| Scott Riggs City Attorney | Reviewed Ordinance No. 113, the MN Paid Leave Policy, the Firebird LLC agreement and the CMPAS power agreement |
| Derek Olinger City Engineer, Bolton & Menk | Reported Fitzgerald had completed 2025 work, that the project finishes in 2026, and that Change Order No. 1 was not ready |
| Jeff Sjoblom Police Chief | Attended both sessions and thanked the public for local donations |
| Brady Fischer Citizen | Asked about police officer Homeier and where his utility money goes |
Organizations named: Kenyon Fire Relief Association, Jacobsen Law, Fitzgerald Excavating & Trucking Inc., Bolton & Menk, Firebird, LLC, CMPAS, Kenyon Municipal Utilities (KMU), CEDA (Community and Economic Development Associates), BerganKDV, CliftonLarsonAllen, ABDO, MMUA, Hiawatha Transit, Kenyon Market, River Country Co-Op (Circle K), Kenyon Municipal Liquor Store, Dollar General, Kenyon Tobacco & Vape, League of Minnesota Cities, Kenyon Economic Development Authority (EDA)
Figures
| Amount | What |
|---|---|
| $220,801.37 | Pay Application No. 4 to Fitzgerald Excavating & Trucking for 2025 Street & Utility Improvements (work Nov. 1–28) |
| $1,528,541 | 2026 tax levy adopted under Resolution 2025-29, a 9.18 percent increase |
| $12,500 | Kenyon Fire Relief Association donations accepted ($2,500 Depot Park shelters; $10,000 fire truck fund) |
| $55,053 | Annual CEDA contracted services for 2026, two days per week |
| $27,540 | BerganKDV first-year audit fee |
| $29,500 | BerganKDV maximum audit fee by the third year |
| $97,640 | CliftonLarsonAllen proposed first-year audit fee |
| $70,940 | CliftonLarsonAllen proposed third-year audit fee |
| $600 | Estimated cost per attendee for the MMUA Governance in Action conference |
| $194,782.00 | Total Kenyon Fire Department annual operational budget in the 2026 township fire contract |
Said at the meeting
Discussion was held on internal affairs data related to allegations of law enforcement personnel misconduct.
Minutes (closed session) · minutes, verbatim
Council member Brunner thanked all staff for their work.
Elana Brunner, Council Member · paraphrased
Administrator Lehner noted that he had received an email informing the city that Hiawatha Transit would be cancelling service in Kenyon as of January 1.
Scott Lehner, City Administrator · paraphrased
Brady Fischer questioned what was going on with police officer Homeier.
Brady Fischer, citizen · paraphrased
Administrator Lehner explained that Governmental Accounting Standards Board (GASB 54) requires public entities to commit year-end capital fund balances prior to year end, contingent upon audited final figures.
Scott Lehner, City Administrator · packet, verbatim
Resolutions and ordinances
- Approving the Application 2Res. 2026-03
- Confirming_the_City_of_Kenyon_s_Willingness_to_work_with_Rebound_Real_Estate_on_TIF_for_the_Sunset_H Resolution 2026-05 Approving_applicationRes. 2026-04
- Approving the Application and Committing the Local Match and Authorizing Contract Signature SUGGESTED ACTION: ATTACHMENTS: Resolution 2026-03Res. 2026-05
Agenda
Each item links to where it appears in the packet.
- I. CALL TO ORDER AND ROLL CALL
- II. CITIZEN COMMENTS
- III. ADOPT AGENDA
- III.A Adopt the Agenda for December 9, 2025
- IV. CONSENT AGENDA
- IV.A Approve the Consent Agenda Items Including:
- V. APPROVAL OF MINUTES and APPOINTMENTS
- VI. PRESENTATIONS/PUBLIC HEARINGS
- VII. ENGINEERING
- VIII. LEGAL
- VIII.A Ordinance No. 113: Regulating the Discharge of Firearms, Bows, and Hunting Within
- VIII.B MN Paid Leave Policy
- VIII.C Firebird LLC Contract
- VIII.D Power Sales Agreement
- IX. FINANCIAL
- X. OLD BUSINESS
- X.B Approve Posting the Line Worker/Water Operator Position
- XI. NEW BUSINESS
- XI.A CEDA 2025 Contract
- XI.B Resolution 2025-30: A Resolution Committing Capital Fund Balance
- XI.D Governance in Action Conference
- XI.E Administrative Policy #39: Paid Time Off Cash-Out
- XI.F Auditing Services RFP
- XI.G Holiday Office Closings
- XII. F.Y.I. - Department Updates
- XII.A FYI for 12/9/25
- XIII. COUNCIL AND STAFF GENERAL COMMENTS
- XIV. ADJOURNMENT
- A. Resolution 2025-28: Accepting Kenyon Fire Relief Association Donations to the City of
- B. City of Kenyon and Township 2026 Fire Contract
- C. Jacobsen Law - Request for Increase to Fees for 2026 Criminal Prosecution Contract
- A. City Council Meeting Minutes of November 12, 2025
- B. City Council Special Meeting Minutes of December 2, 2025
- VI. PRESENTATIONS/PUBLIC HEARINGS RECOGNITIONS/PROCLAMATIONS
- VII. ADMINISTRATOR UPDATE
- A. Ordinance No. 113: Regulating the Discharge of Firearms, Bows, and Hunting
- B. MN Paid Leave Policy
- C. Firebird LLC Contract
- D. Power Sales Agreement
Full packet text (531k characters)
The minutes
Official minutes as adopted, from 1-13-25 Council Packet Updated; text extracted from the PDF.
Council Meeting was duly held in the City Council chambers at 6:00 p.m. on the 9th day of December 2025.
- Present
- Council Members Kim Helgeson, Lee Sjolander, Elana Brunner, and Mary Bailey
- Absent
- Mayor Don Kirchmann
- Also present
- Administrator Scott Lehner, Holli Gudknecht, Attorney Scott Riggs, and Police Chief Sjoblom
The meeting was called to order by Acting Mayor Bailey at 6:10 pm.
Motion by Sjolander seconded by Helgeson to close the meeting at 6:12 pm. Motion carried 4-0-0.
Discuss Internal Affairs Data Related to Allegations of Law Enforcement Personnel
Misconduct Discussion was held on internal affairs data related to allegations of law enforcement personnel misconduct.
Motion by Sjolander seconded by Bailey to adjourn the closed session at 6:49 pm.
Motion carried 4-0-0Any Actions that must Occur by a Vote Stemming from the Subject of the Closed Meeting,
Including a Continuance of the Meeting No Action
Other Related Matter
Nothing additional.
Adjournment
Motion by Helgeson second by Bailey to adjourn meeting at 6:50 pm. Motion carried 4-0-0.
__________________________________ Holli Gudknecht, Administrative Assistant Mary Bailey, Acting Mayor
Agenda Item Summary CITY COUNCIL AGENDA ITEM REPORT
DATE: January 13, 2026
SUBMITTED BY: Holli Gudknecht, Administration
ITEM TYPE: Administrator Update
Agenda Section: Administrator Update
SUBJECT: 1. Step Increase/COLA
2. Benefits-MN Family Leave 3. Performance Evaluations 4. Computer/Office/Conference Room 5. Reposting of Administrative Assistance Position 6. Year-end Wrap-Up Update 7. Transitioning KMU into the City Banking System
Suggested Action:
Attachments:
AGENDA ITEM NO. VII.A
Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT
DATE: January 13, 2026
SUBMITTED BY: Holli Gudknecht, Engineering
ITEM TYPE: Engineering
Agenda Section: Engineering
SUBJECT: 2025 Street & Utility Improvements - Change Order 1
Suggested Action:
Change order #1 was removed from last month's agenda, but it is now ready for review.
This is a contract amendment to address two items on the project
1. Completion dates for 2025 work are extended to reflect the additional time needed to complete the 2nd street watermain work and other work completed during the 2025 construction season. This change effectively removes the liquidated damages that would otherwise be assessed to the contractor. In this case, we feel that the assessment of liquidated damages would not be appropriate. 2. The total payment for the 2nd Street watermain work is revised. The original contract required this work be completed using trenchless/drilling techniques and limiting the time of closure for 2nd street/County Rd 12. Subgrade soil/rock conditions prevented this; so, the pipe was installed using traditional open- trench construction. Although this work was more disruptive and total time for the street closure was extended by several weeks, the true construction cost results in a net deduct of ~$38,000.
Requested Action:
Motion Approving Change Order #1
Attachments:
24 2025 Street-Utility_Change Order 1_with attachments.pdf
CHANGE ORDER FORM NO.: 1 Owner: City of Kenyon Owner's Project No.: Engineer: Bolton & Menk Engineer's Project No.: 24X.134934.000 Contractor: Fitzgerald Excavating & Trucking Inc. Contractor's Project No.: Project: 2025 Street & Utility Improvements Contract Name: N/A Date Issued: 1/13/2026 Effective Date of Change Order: 1/13/2026 The Contract is modified as follows upon execution of this Change Order: Description: The following changes bring contract time requirements in line with actual completion dates, effectively eliminating any liquidated damages due. The second item adjusts the contract amount to reflect the final amount due to the contractor. In an effort to define completion expectations, the provisions described below are added to the contract (deleted text crossed out, new text in bold italics): Project Manual Revisions 1. Modify the following to Section 00 52 00 – Agreement Forms, Article 4.05.A.4 and 4.05.A.5, as follows: 4. Milestone 1D (2nd street): any work requiring continuous closure and detour of CSAH 12, exclusive of concrete & paving, is limited to 7 working days or less. Closure may be extended to 11 working days (total) if final paving and concrete is scheduled immediately after utility work. Milestone 1D for 2nd Street no longer applies. 5. Milestone 2A (Semi-Final): This milestone (2A) only applies to major portions of work started in 2025. All work, except for the final lift of bituminous pavement on new streets and mill & overlaying Forest Street and other work directly related to final paving, must be substantially completed on or before October 31 November 28, 2025. The final paving exception does not apply to localized patching. 1) Milestone 2A does not apply to trenchless sanitary sewer improvements (i.e. CIPP lining, service grouting, manhole rehabilitation). No other interim milestones, nor winter work restrictions apply to trenchless sanitary improvements. The requirements of 4.04 of the Agreement still apply to this work. (Addendum No. 1) 2. Refer to Work Change Directive 1 for plan revisions associated with the 2nd Street Watermain (attached – with updated plans and cost summary). This change order is intended to settle the payment difference between the bid 2nd Street work and work actually completed. a. A summary of bid Work value and Actual/Completed Work Value is provided below. A detailed tabulation of thee contract values is attached for reference i. Bid Work Contract Value = $335,152* ii. Actual Work Value = $297,338* iii. Difference in Value= $ (37,814) iv. *A tabulation of these values is attached, titled "2 nd Street Watermain Revisions – Final Cost Summary". Applicable quantities for Pay Item 53 "TURF MAINTENANCE", Pay Item 54 "TURF RESTORATION (2ND ST)", AND Pay Item
This document is a MODIFED version of EJCDC® C‑941, Copyright© 2018 by NSPE, ACEC, and ASCE. All rights reserved. City of Kenyon - 24X.134934.000 CHANGE ORDER 1 June 2025 PAGE 00 63 63-1 26 55 "CONSTRUCTION ALLOWANCE" are not included in these calculations. These items are specifically omitted from this Change Order. b. In an effort to simplify the total payment due for this change in work, the following payment provisions shall apply to 2nd Street Work: i. All applicable pay quantities (except Pay Items 53, 54, and 55) under the 2 nd Street Column of the current SEQ (Plan Sheet G1.01 and G1.02) shall be paid to plan quantity upon Substantial Completion of the 2nd Street Work, except for 204.4 lineal feet of Pay Item 99 "10" PVC WATERMAIN (DIRECTIONAL DRILLED)", which quantity and contract value (204.4 LF x $185.00/LF = $37,814) is hereby deducted from the total Contract Price. ii. Pay quantities from previous payments (Pay apps 1-4) will be adjusted accordingly on future pay applications. Attachments: Work Change Directive 1 (with final plan markups, and updated cost summary) Change in Contract Price Change in Contract Times (WD=working day) Original Contract Price: Original Contract Times: Substantial Completion: 07/18/2026 $ 2,294,629.25 Ready for final payment: 08/30/2026 Milestone 1A,1B,1C,1D & 2A 15 WD, 22 WD, 30 WD, 11 WD, 10/31/2025 Change from prev. Change Orders: Change from previously approved Change Orders: Substantial Completion: N/A $ N/A Ready for final payment: N/A Milestones: N/A Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial Completion: 07/18/2026 $ 2,294,629.25 Ready for final payment: 08/30/2026 Milestone 1A,1B,1C,1D & 2A 15 WD, 22 WD, 30 WD, 11 WD, 10/31/2025 [Decrease] this Change Order: Change this Change Order: Substantial Completion: No Change $ (37,814.00) Ready for final payment: No Change Milestones: 1D Omitted, 2A pushed to 11/28/2025 Contract Price with this Change Order: Contract Times with all approved Change Orders: Substantial Completion: 07/18/2026 $ 2,256,815.25 Ready for final payment: 08/30/2026 Milestone 1A,1B,1C & 2A 15 WD, 22 WD, 30 WD, 11/28/2025
Recommended by Engineer (if required) Accepted by Contractor
By: Title: Date: Authorized by Owner Approved by Funding Agency (if applicable) By: Title: Date: This document is a MODIFED version of EJCDC® C‑941, Copyright© 2018 by NSPE, ACEC, and ASCE. All rights reserved. City of Kenyon - 24X.134934.000 CHANGE ORDER 1 June 2025 PAGE 00 63 63-2 27 WORK CHANGE DIRECTIVE FORM NO.: 1
Owner: City of Kenyon Owner's Project No.: N/A
Engineer: Bolton & Menk Engineer's Project No.: 24X.134934.00 Contractor: Fitzgerald Excavating & Trucking Inc. Contractor's Project No.: N/A Project: 2025 Street & Utility Improvements Contract Name: N/A Date Issued: 10/06/2025 Effective Date of Work Change Directive: 10/06/2025
Contractor is directed to proceed promptly with the following change(s):
Description: The original bid design for new watermain within 2 nd street was for 10" diameter watermain and related improvements, installed using primarily horizontal directional drilling methods. Shallow bedrock was discovered on the east end of 2 nd St (between ~305+00 and ~309+00) was discovered during investigatory excavations. Based on this information, it is believed that the watermain can most cost effectively installed using open trench methods. The attached plan sheets illustrate changes to the bid plan which will accommodate open trench installation of piping. Following review of anticipated pricing, no increase to the overall contract price is anticipated. An unofficial estimate is provided for reference alone. At this time, it is the intent to substantially complete all 2 nd Street work in 2025. Some reasonable time extensions may be made later via change order, if necessary to accommodate the revised work plan. Attachments: Revised Plan sheets C4.03, C4.04, C5.01, C7.03, C 7.04, marked "WCD-1", dated 10/06/2025 Cost Estimate (unofficial, not intended to revise contract price)
Purpose for the Work Change Directive: Allow for open cut installation of watermain within 2nd Street.
Directive to proceed promptly with the Work described herein, prior to agreeing to change in Contract Price and Contract Time, is issued due to: ☐ Non-agreement on pricing of proposed change. ☒ Necessity to proceed for schedule or other reasons. Some minor adjustment to contract price and timelines expected at later date. Contract not anticipated to increase in price.
Estimated Change in Contract Price and Contract Times (non-binding, preliminary):
Contract Price: $ No Change (final price to be determined) Contract Time: N/A days Refer to CO-1 Minor time extension may be required to accommodate change in work plan.
This document is a MODIFED version of EJCDC® C‑941, Copyright© 2018 by NSPE, ACEC, and ASCE. All rights reserved. City of Kenyon - 24X.134934.000 WORK CHANGE DIRECTIVE FORM June 2025 PAGE 00 63 49-1 28 29 666600240 902 2ND STREET STA 300+21 F-D 666600250 1 EA 6" SLEEVE l 133 SLEE STREET 666600260 1 EA 6" GATE VALVE & BOX 1010 2ND STREET 661400030
Pearl Creek
EA 10"X8" REDUCER 1022 2ND STREET F-D l STA 300+29 - 300+34 Ftr Copper (to be located)
Slee Street
EA 10" 45° BEND STA 305+64 l INV=1107.46 1 EA 10" GATE VALVE & BOX F-D STA 300+52 M 6" CIP W INV=1107.57 Frontier Ped (square box) CLVT CLVT 1 EA 10"X10" TEE INV=1105.25 STA 305+68.5, 4' LT 1 EA 10"X8" REDUCER CLVT 1 EA 10"X6" TEE
30" RCP STRM SEWER 5 LF 6" PVC WM l 1 EA 6" GATE VALVE & BOX F-D CLVT >> 661400020 1 EA 6" SLEEVE 1 EA HYDRANT (G=1119.14) R
INV=1125.98 1018 2ND STREET > 4" Conc Walk (to be >> rock at 5' >>>
>> >> down 9' soil ok replaced entirely - 5' wide) SEE SHEET C5.01 FOR STORM G STA 300+71.5, 8.5' LT l
EA 10"X6" TEE F-D E RECONSTRUCTION DETAILS >> EXCAVATE, F&I INSULATION
6" DIP WM 9 LF 6" WM 1" WATER SERVICE >>>> Rem & Replace 6" Conc Drive (Typ) >> G 1 EA HYDRANT (G=1131.43) CC G G l C E 302 303 10" WM HDD OPEN CUT 305 6" l
MATCH LINE - 306+00
>> l l l l l l l 304 l 306 >> 253.3 sf l l l l l l l l F-D CONNECT TO EX MAIN 6" 301 l l l l l 24" l >> l WM l l 6" valve FIELD VERIFY 224 sf 371.1 sf l WM l l 390.1 sf CB R=1135.99 G 1,649 sf RCP STR >> G OE 373.7 sf >> I= NE 1126.94 G G G G >> M . SE 172.1 sf
2ND STREET G F-D (shift to north of tee) >> >> G G F-D
10" WM G G >> G WER l CB >> >> >> >> 2S-050 E I= W 1131.49 G G CB >> >> >> G G G R=1127.70 G >> >> >> >> R=1143.34 I= E 1121.05 G 24" G RCP STRM.G SEWER G 2S-040 I= NW 1121.00 G G l I= E 1138.92 F-D S R=1140.41 MH SSWR > > > > OE G l > 12+00 > > > > > 13+00 > > > >> 11+00 8" VCP SAN. SEWER l G > > >14+00 > > > > > > 15+00 S I= S 1123.17 8"> VCP SAN. SEWER 300 I= E 1123.81 > > 16+00 > l E >> MH SSWR l 10+00 l l l l l l 722.7 sf l l l E l l l 8" VCP SAN. SEWER >> R=1128.07 > > O l > l 6"l DIP WM l > 6" DIP WM l 6" CIP WM I= E 1121.78 BULKHEAD EX WATER MAIN l l l l l l E 8" VCP SAN. SEWER l (ABANDON) (ABANDON) l l l l l l l l I= W 1121.77 6" F-D l l l l l l CIP WMl l l
138" SPAN ARCH PIPE G >> >> (ABANDON) REPLACE PAVEMENT MARKINGS AS NEEDED, >>
138" SPAN ARCH PIPE l
>> H >> D CB OE 30" RCP STRM. SEWER >> E GENERALLY CONSISTING MH STRM >> D R=1143.78 OF 4">>SOLID, >> E CB MH STRM >> >> >> R=1127.69
>> R=1137.19 I= N 1123.84 >> YELLOW F-D C l R=1137.40 G F-D DOUBLEF-D AND SINGLE F-D F-D WHITEF-D F-D I= W 1131.35 G G G G >> I= E 1134.40 G G G I= NW 1128.82 >> G G G G G I= SE 1131.34 >> 30 >>" RCP STRM. SEWER I= E 1128.30 I= W 1136.78 G G I= SW 1128.40 >> >> >> >> SOIL PROFILE LEGEND & NOTES X
>> 1" WATER SERVICE X X >> X REPLACE PAVEMENT X 6x6 tee (used to keep main live) D R=1129.18 MARKINGS X MH STRMX AS NEEDED, SILT X >> X X X X X X X X X X X X X X X X X >>X X X X X X X >> >> X X X X X X X X
>> 30" RCP STRM. SEWER >> GENERALLY CONSISTING OF 4" SOLID, CLAY I= NW 1112.78 sacrificial valve to permanently shut after I= SE 1112.62 X
666600210 new services connected >> DOUBLE YELLOW AND SINGLE WHITE SAND/GRANULAR >> >> >> >> >> CLVT >> 903 2ND STREET INV=1109.34 HARD ROCK (SHAKOPEE DOLOSTONE) CLVT 661400210 SOFT ROCK (SHAKOPEE DOLOSTONE) 666600200 INV=1106.82 1029 2ND STREET PAVEMENT
Pearl Creek
NOTES: 666600180 ESTIMATED ROCK PROFILE**
OBSERVED GROUNDWATER*** 1029 2ND STREET 1. EXISTING SERVICE LOCATIONS ARE APPROXIMATE AND WILL VARY FROM PLAN (NO ADJUSTMENT IN PAYMENT). 1029 2ND STREET CONTRACTOR SHALL VERIFY ACTUAL LOCATIONS AND THAT SERVICE IS ACTIVE PRIOR TO CONNECTING (INCIDENTAL). **ROCK PROFILE ILLUSTRATED ON PLAN IS 2. INSTALL SANITARY AND WATER TRACER SYSTEMS, SEE SPECIFICATIONS. EXTRAPOLATED OR INTERPOLATED FROM SOIL BORINGS. THE CITY NOR ENGINEER GUARANTEE ITS 3. MAINTAIN 18" MINIMUM VERTICAL SEPARATION BETWEEN WATERMAIN AND SEWER AT ALL CROSSING, SEE DETAILS. ACCURACY. RELIANCE ON SUCH INFORMATION FOR 4. MAINTAIN MINIMUM 7.5' COVER OVER WATERMAIN & SERVICES. BIDDING OR CONSTRUCTION IS AT THE SOLE 5. VALVE BOXES AND MANHOLE CASTINGS SHALL BE RAISED TO SURFACE FOLLOWING INSTALLATION OF BOTH BASE DISCRETION OF THE THE CONTRACTOR AND WEARING COURSE OF PAVEMENT, SEE 33 01 30.86 OF PROJECT MANUAL FOR PAYMENT PROCEDURES DIRECTIONAL DRILLING WATERMAIN INSTALL NOTES ***GROUNDWATER DEPTH AS OBSERVED DURING 6. BULKHEAD EXPOSED ENDS OF ALL ABANDONED PIPES 1. CONTRACTOR MUST PHYSICALLY LOCATE AND CONFIRM EXISTING SERVICES/MAINS AT CRITICAL CROSSINGS BORING. LIKELY TO FLUCTUATE 7. TEMPORARY BYPASSING OF SANITARY SEWER REPLACEMENT IS INCIDENTAL. TO ENSURE NO DAMAGE TO CROSSING PIPES/LINES (INCLUDE IN PRICE FOR HDD) SEE GEOTECHNICAL REPORT IN PROJECT MANUAL FO 1150 2. PLAN DEPTH OF WATERMAIN IS ASSUMED PATH FOR DIRECTIONALLY DRILLING MAIN AND ACHIEVING 1150 ADDITIONAL SOIL/ROCK INFORMATION REQUIRED 18" VERTICAL CLEARANCE FROM CROSSING STORM SEWERS. CONTRACTOR MAY ALTERNATIVELY REVISE TO SHALLOWER DEPTH AND ACHIEVE VERTICAL OFFSET WITH BENDS AND INSULATION. REVISIONS TO 2S-050 PROFILE SUBJECT TO ENGINEER REVIEW. IF USING ALTERNATE PROFILE, COST OF ADDITIONAL FITTINGS, 300+66.43, 12.37' RT EXCAVATIONS & INSULATION (BEYOND PLAN QTY) MUST BE INCLUDED IN PRICE FOR HDD. 1145 R=1140.41 1145 I=1123.81 6" E
STA 300+07, 52' LT B-4
1140 EG PROFILE OVER WATERMAIN 1140
1135 2S-040 1135 304+62.77, 23.84' RT R=1128.07 I=1121.77 6" W TEE I=1121.78 6" E B-5 1130 300+52.36 1130 I=1132.25 TEE 1.5' MIN COVER 300+71.22 5' rock depth REVISED WATER PROFILE (7.5' COVER) I=1131.65 EX 15" STM 1125 INV = 1126.74 6' Rock 1125
10" PVC W GRADE BREAK M 301+53.1 24" STM 1120 INV = 1120.33 1120
c Bolton & Menk, Inc. 2025, All Rights Reserved I=1124.13 EX 24" STM INV = 1119.06 ASSUMED ROCK DEPTH FROM GRADE BREAK TEE 304+25.3 GRADE BREAK S.A.P. 025-612-011 PROJECT DATA 304+65.1 305+68.73 1115 I=1117.77 I=1118.57 1115 4" POLYSTYRENE I=1117.77 INSULATION 1.5' MIN COVER EG ELEVATION OVER WATERMAIN EX 138" SPAN ARCH PIPE 1110 ELEVATION AT WATERMAIN INVERT INV = 1108.18' EX 138" SPAN ARCH PIPE 1110 INV = 1105.79'
H:\KENYON_CI_MN\24X134934000\CAD\C3D\134934000C401.dwg 6/5/2025 4:54:12 PM
1141.5 1141.1 1139.9 1139.0 1137.4 1135.8 1134.5 1133.8 1133.0 1132.4 1131.7 1131.0 1130.4 1129.9 1129.4 1129.1 1128.8 1128.5 1128.3 1128.3 1128.7 1129.3 1129.8 1130.3 1142.5 1133.13 1132.33 1131.30 1129.01 1126.71 1124.42 1123.62 1123.03 1122.45 1121.86 1121.28 1120.70 1120.11 1119.53 1118.94 1118.36 1117.77 1117.77 1117.84 1118.02 1118.20 1118.38 1118.56 1118.73 1105 1105 299+75 300+00 301+00 302+00 303+00 304+00 305+00 306+00 KENYON, MINNESOTA DESIGNED NO. ISSUED FOR DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED CWH SHEET BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 2900 43RD STREET NW, SUITE 100 1 WCD-1 10/06/2025 0 25 0 5 10 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 50 ROCHESTER, MN 55901 DRAWN 2025 STREET & UTILITY IMPROVEMENTS C4.03 2 CO-1 1/13/2026 CWH HORZ. VERT. Phone: (507) 208-4332 CHECKED SCALE FEET SCALE FEET DEREK OLINGER R Email: Rochester@bolton-menk.com www.bolton-menk.com CLIENT PROJ. NO. DO UTILITY PLAN & PROFILE 54287 06/10/2025 2ND ST 300+00-306+00 LIC. NO. DATE 134934 30 STA 308+63.5 1 EA 10" 90° BEND 661400030 > 1022 2ND STREET STA 308+81.5 - 308+83.5 rock at 8' 2 EA 10" 45° BEND >
8" VCP SAN. SEWER STA 308+97 661400090 1 EA 10"X10" TEE > 1028 2ND STREET 661400080 13 LF 10" PVC WM 1032 2ND STREET 1 EA 10"X6" REDUCER 4" Conc Walk (to be 1 EA 6" GATE VALVE & BOX replaced entirely - 5' wide) 1 EA 6" SLEEVE Frontier Ped > STA 308+97' RT REPLACE PAVEMENT MARKINGS AS NEEDED, R
EA DISCONNECT EX WATERMAIN GENERALLY CONSISTING OF 4" SOLID, 1" WATER SERVICE 1" WATER SERVICE 1" WATER SERVICE > DOUBLE YELLOW AND SINGLE WHITE 1" WATER SERVICE G G
G Cb
306 307 10" WM HDD OPEN CUT 308 R=1141.94
MATCH LINE - 306+00
l l G > l l l l l l l l l l l G I= W 1136.54 I= E 1137.14 C 22+65.05
202 sf 986.7 sf I= SE 1138.70 I= SW 1136.70 C F-D F-D F-D sf F-D F-D G G G 220.1 SEWERG 146.3Gsf >> l 24" RCP STRM. SEWER G G RCP STRM. 24" >> >> l >> >> >> >> >> >> >> >>>> >> >> >>>> >> >> >> >> >> G G >> >>
>> >> >> >> >> >> >> >> G >> G >> >> >> >> 15" RCP STRM. SEWER
2ND STREET G
2ND STREET G G G G G G G MH STRM l > G G CB 66.0 ft OEC R=1133.35 R=1140.89
10" WM G I= W 1130.59
15" RCP STRM. SEWER I= E 1129.25 17+00 PC-090 I= S 1128.37 18+00 19+00 I= E 1130.61 20+00 21+00 21+36.63
> > l >> I= SE 1130.82 8" VCP SAN. SEWER > > > > > > > I= W 1127.95 8" VCP SAN. SEWER > > > > > > > > > > > > 8" VCP SAN. SEWER> S > > > > > > > > > > > S > > > > > G 8" VCP SAN. SEWER 2S-010 22 G l 6" lCIP WM l 6" CIP WM OEC l l l l l l l l l l l l l l l l l l l l l l l 2,194.5+0sf 309 l l l (ABANDON) l 0 > CB R=1141.98 CONNECT TO EX MAIN G MH STRM >> l I= SE 1138.58 R=1131.23 CB CLVT l I= E 1122.23 G R=1133.50 DISCONNECT AND BULKHEAD EX WATER MAIN INV=1133.52 > FIELD VERIFY OEC I= S 1138.03 I= N 1137.80 I= N 1121.92 I= N 1128.75 CLVT >> CLVT >> l I= W 1122.08 I= E 1129.20 INV=1137.28 >> >> CLVT >> G l > 8" INV=1138.16 309
6" CIP VC PS OEC INV=1139.32 SOIL PROFILE LEGEND & NOTES 1" WATER SERVICE l WM AN INV=1139.83 G CLVT > .S EW SILT l ER > OEC CLAY >> G cap OEC OEC SAND/GRANULAR CLVT l HARD ROCK (SHAKOPEE DOLOSTONE) MA G > INV=1140.25 21 +0 OEC SOFT ROCK (SHAKOPEE DOLOSTONE) l 0 OEC PAVEMENT NT G STA 309+07, 4' RT > NOTES: 1 EA DISCONNECT EX WATERMAIN l OEC ESTIMATED ROCK PROFILE** OR 1. EXISTING SERVICE LOCATIONS ARE APPROXIMATE AND WILL VARY FROM PLAN (NO ADJUSTMENT IN PAYMENT). G > OBSERVED GROUNDWATER*** CONTRACTOR SHALL VERIFY ACTUAL LOCATIONS AND THAT SERVICE IS ACTIVE PRIOR TO CONNECTING (INCIDENTAL). l OEC **ROCK PROFILE ILLUSTRATED ON PLAN IS VIL STA 309+10 G > OEC EXTRAPOLATED OR INTERPOLATED FROM SOIL 2. INSTALL SANITARY AND WATER TRACER SYSTEMS, SEE SPECIFICATIONS. 661400211 1 EA 10" 45° BEND G l BORINGS. THE CITY NOR ENGINEER GUARANTEE ITS LE Ftr Copper (need to locate) 3. MAINTAIN 18" MINIMUM VERTICAL SEPARATION BETWEEN WATERMAIN AND SEWER AT ALL CROSSING, SEE DETAILS. 1049 2ND STREET G OEC ACCURACY. RELIANCE ON SUCH INFORMATION FOR > 4. MAINTAIN MINIMUM 7.5' COVER OVER WATERMAIN & SERVICES. STA 309+23 OEC BIDDING OR CONSTRUCTION IS AT THE SOLE RD l 5. VALVE BOXES AND MANHOLE CASTINGS SHALL BE RAISED TO SURFACE FOLLOWING INSTALLATION OF BOTH BASE 1 EA 10"X6" REDUCER G OEC DISCRETION OF THE THE CONTRACTOR > AND WEARING COURSE OF PAVEMENT, SEE 33 01 30.86 OF PROJECT MANUAL FOR PAYMENT PROCEDURES 1 EA 6" GATE VALVE & BOX G ***GROUNDWATER DEPTH AS OBSERVED DURING 6. BULKHEAD EXPOSED ENDS OF ALL ABANDONED PIPES 1 EA 6" SLEEVE OEC > OEC BORING. LIKELY TO FLUCTUATE 7. TEMPORARY BYPASSING OF SANITARY SEWER REPLACEMENT IS INCIDENTAL. 20 SEE GEOTECHNICAL REPORT IN PROJECT MANUAL FO +0 1150 C 1150 0 > OEC ADDITIONAL SOIL/ROCK INFORMATION 2S-010 DIRECTIONAL DRILLING WATERMAIN INSTALL NOTES 308+94.50, 9.49' RT 1. CONTRACTOR MUST PHYSICALLY LOCATE AND CONFIRM EXISTING SERVICES/MAINS AT CRITICAL CROSSINGS R=1140.89 TO ENSURE NO DAMAGE TO CROSSING PIPES/LINES (INCLUDE IN PRICE FOR HDD) I=1130.61 6" E 2. PLAN DEPTH OF WATERMAIN IS ASSUMED PATH FOR DIRECTIONALLY DRILLING MAIN AND ACHIEVING 1145 I=1130.82 6" SE 1145 REQUIRED 18" VERTICAL CLEARANCE FROM CROSSING STORM SEWERS. CONTRACTOR MAY ALTERNATIVELY I=1130.59 6" W REVISE TO SHALLOWER DEPTH AND ACHIEVE VERTICAL OFFSET WITH BENDS AND INSULATION. REVISIONS TO EG PROFILE OVER WATERMAIN B-6 PROFILE SUBJECT TO ENGINEER REVIEW. IF USING ALTERNATE PROFILE, COST OF ADDITIONAL FITTINGS, STA 308+72, 96' LT EXCAVATIONS & INSULATION (BEYOND PLAN QTY) MUST BE INCLUDED IN PRICE FOR HDD. (PROJECTED PROFILE 1140 ALONG 2ND ST) 1140
PC-090 EX 18" STM
1+50.00, 0.00' LT INV = 1137.97 R=1131.23 1135 I=1122.08 6" W 1.5' MIN COVER 1135 I=1122.23 6" E I=1121.92 8" N REVISED WATER PROFILE (7.5' COVER) EX 24" STM INV = 1133.97
1130 1130 7' Rock Depth
GRADE BREAK 45° BEND
90° BEND 308+83.57 I=1133.00 1125 308+63.6 1125 I=1131.17 VC WM 10" P 45° BEND 308+81.57 1120 I=1131.17 1120
c Bolton & Menk, Inc. 2025, All Rights Reserved I=1131.17
Grade Break
306+60.4 1115 I=1119.17 1115
Eg Elevation Over Watermain
1110 ELEVATION AT WATERMAIN INVERT 1110
H:\KENYON_CI_MN\24X134934000\CAD\C3D\134934000C401.dwg 6/5/2025 4:54:17 PM
1130.3 1130.8 1131.6 1132.5 1133.8 1135.0 1136.2 1137.6 1139.1 1140.3 1140.8 1141.1 1141.3 1141.4 1105 1118.73 1118.91 1119.09 1120.03 1121.51 1122.98 1124.46 1125.94 1127.41 1128.89 1130.36 1131.17 1133.00 1133.00 1105 306+00 307+00 308+00 309+00 310+00 KENYON, MINNESOTA DESIGNED NO. ISSUED FOR DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED CWH SHEET BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 2900 43RD STREET NW, SUITE 100 1 WCD-1 10/06/2025 0 25 0 5 10 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 50 ROCHESTER, MN 55901 DRAWN 2025 STREET & UTILITY IMPROVEMENTS C4.04 2 CO-1 1/13/2026 CWH HORZ. VERT. Phone: (507) 208-4332 CHECKED SCALE FEET SCALE FEET DEREK OLINGER R Email: Rochester@bolton-menk.com www.bolton-menk.com DO CLIENT PROJ. NO. UTILITY PLAN & PROFILE 54287 06/10/2025 2ND ST 306+00-309+00 LIC. NO. DATE 134934 31 F-D
Alternate 1
>> l
Spring Street
D >> >> 666600260 1010 2ND STREET > F-D
Pearl Creek
l 1022 2ND >>
Bullis Street
>> > F-D l OC
>> EX-20.1 200+00 >> l > CLVT CLVT F-D OC CLVT >> >> >> 661400020
EX 30" RCP
>> l 665100040 > 1018 2ND STREET F-D 410 5TH STREET R
OC >> G
CP R
"R >> >> >> >> 15 > >> EX >> >> 11 LF 15 LF G F-D >> >> 18" STM >> >> OC C EX-20 20 40 LF C 18" STM EX-11 EX 36" RCP 24" EX 36" RCP D RCP l l l l l PI: 8+50.00 > >> l >> >> >> >> >> >> >> >> >> >> >> >> >> 20+57.69
D >> >> >> >> >> >> >> >> >> >> OC OC >>>> OC OE OC OE l l l l E l l X 24>> >> OE OC OC OE OC OE OC OE OE OE OC OE OC OE OC OE OC OE " RC G
PI: 13+46.54 >> OE OC OC OE OE OC OC OE OC OE OC OE OE OE OC F-D OC OE OC OE OC OE OE OC OC OE OE OC OC OE OC OE OE OC OE OC 45° BEND (18") >> E >> P F-D 11.5 11.1 >> 200+91.65
E >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> (INCIDENTAL) >> >> >> >> >>
2ND STREET >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> G G G G G >> >> >> >> >> >> >> G G G EX-20.2 G G RCP STRM.G SEWER G 24" G OE G G 33 LF > >> 9+00 10+00 18" STM 11+00 12+00 13+00 l > > > > > > S > 8"> VCP SAN. >SEWER l l
5TH STREET >> l E l l WM 6" CIP l l l l l l l l l l E l l l l l l l l l l >> 6" CIP WM 8" VCP SAN. SEWER >> >> > > > O l E CONNECT TO l 11.2 >> 6" CIP WMl EX 18" CMP USING > l l l l l l l l l l l l l l
138" SPAN ARCH PIPE >>X >> X >> X >> X >>X >> >> >> MARMAC WATER-TIGHT COUPLER E >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>
138" SPAN ARCH PIPE X X X X X X X X X X X X X X X X X X X X X X X X X >> X E X
Ex 11.3
l >>
> > X >> X >>
20+00 ER X >> X W E
8" VCP SAN. SEWER ST >>
>> RM X l X >> SE X X X
D X >>
X X X X X X X X X
6" PVC STRM SEWER X X >>X X X X X X X X X X X 1 >> >> >>8" C 30" RCP STRM . SEWER >> X >> X
M 666800400 C
P 400 6TH STREET
l >> 536.51' FRONTAGE CLVT > 661400210 CLVT 1029 2ND STREET C >> >>
>> > 666600180 1029 2ND STREET
Pearl Creek
>> >> SUBGRADE DRAIN NOTES > 1. STR HEIGHT >= 4', SUBDRAIN 1' ABOVE LOW INVERT 2. STR HEIGHT < 4', SUBDRAIN 0.5' ABOVE LOW INVERT >> >> 3. MAX BEND FOR 6" PERF PVC PIPE DRAIN IS 22.5 > 4. SUBDRAIN BENDS, FITTINGS AND CONNECTIONS TO EXISTING PIPE AND EXISTING STRUCTURES/PIPES IS INCIDENTAL 1185 1185 1145 1145 >> >> S STRUCTURE LEFT IN PLACE (REPLACEMENT REMVOED FROM CONTRACT) 1180 1180 1140 1140 EX-11 20 20+57.69, 0.00' 200+46.91, 0.00' 11.2 R=1164.83 R=1128.14 1175 20+18.03, 0.00' LT I=1159.50 18" S 1175 1135 I=1120.20 24" E 1135 R=1165.04 I=1158.92 36" E EX-20 EX-20.2 I=1162.30 18" S I=1159.72 15" NE 200+46.91, 0.00' 200+91.65, 0.00' I=1160.72 18" N I=1158.86 36" W R=1128.14 R=1127.70 EX 11.3 11.1 I=1118.23 24" E I=1121.00 24" W 1170 20+12.00, 0.00' 20+43.08, 0.00' 1170 1130 I=1108.24 30" N 1130 R=1165.23 R=1164.93 SALVAGE CASTING 1 EA I=1162.92 12" S I=1160.22 18" S RECONSTRUCT DRAINAGE STRUCTURE, 9.9 LF I=1162.73 18" N I=1161.52 18" W REMOVE EXISTING MH BARREL SECTIONS 11' I=1159.72 18" N THRU 24" OPENING TO EAST. CONNECT AT EXISTING PIPE JOINT 1165 EX 12" RCP 1165 FIELD VERIFY BARREL JOINT TYPE(S). 1125 40' WRAP NEW JOINT WITH 1125 @ 0.73% 24" RCP MARMAC COUPLER OR ORDER & INSTALL NEW BARREL SECTION(S) CONNECT NEW @ 0.97% OTHER WATER-TIGHT SEAL TO ACCOMMODATE RAISED PIPE OPENING. 6' 18" PIPE TO EX-11 EX 18" RCP INITIAL INVESTIGATION TO VERIFY MH BARREL 1160 @ 7.13% 25' 1160 1120 1120 25' - 18" STM @ 2.00%
18" STM JOINT TYPE & BUILD HEIGHT TO BE PAID HOURLY @ 2.00% AS EXPLORATORY EXCAVATION 4" POLYSTYRENE CONNECT TO EX STM CONNECT CB 11.2 TO INSULATION 10" WM EXISTING 18" RCP I=1120.59 (FIELD VERIFY) EX-20.1 TOP = 1118.65 15' 200+00.00, 0.00' 1155 18" STM 1155 1115 1115
c Bolton & Menk, Inc. 2025, All Rights Reserved 8" WM @ 1.50% R=1110.56 TOP = 1157.54 I=1107.69 30" S
1150 1150 1110 1110
1145 1145 1105 EX 138" SPAN ARCH PIPE 1105 INV = 1108.18'
H:\KENYON_CI_MN\24X134934000\CAD\C3D\134934000C501.dwg 6/5/2025 4:55:29 PM
EX 138" SPAN ARCH PIPE INV = 1105.79' 1165.6 1165.4 1165.6 1140 1165.57 1165.40 1165.57 1140 1100 1100 19+50 20+00 21+00 199+75 200+00 201+00 201+50 KENYON, MINNESOTA DESIGNED NO. ISSUED FOR DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED CWH SHEET BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 2900 43RD STREET NW, SUITE 100 1 WCD-1 10/06/2025 0 25 0 5 10 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 50 ROCHESTER, MN 55901 DRAWN 2025 STREET & UTILITY IMPROVEMENTS C5.01 2 CO-1 1/13/2026 CWH HORZ. VERT. Phone: (507) 208-4332 CHECKED SCALE FEET SCALE FEET DEREK OLINGER R Email: Rochester@bolton-menk.com www.bolton-menk.com DO CLIENT PROJ. NO. STORM SEWER PLAN & PROFILE 54287 06/10/2025 5TH ST & 2ND ST LIC. NO. DATE 134934 32 TRAFFIC CONTROL NOTES: TRAFFIC CONTROL SIGNAGE LEGEND DETOURING AND TRAFFIC CONTROL ILLUSTRATED ON SHEET C7.03 AND C7.04 SHALL APPLY TO THE CSAH 12 CLOSURE ONLY. DETOUR SHALL M4-8 BLACK ON R11-2 BLACK DETOUR BE REMOVED IMMEDIATELY AFTER COMPLETION OF CSAH 12 WORK, AS DESCRIBED ON SHEETS C4.03 AND C4.04. ROAD (24 X 12) WHITE CLOSED ON (60 X 30) WHITE M3-4 WEST BLACK ON Remove Time Limit 1. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MOST RECENT EDITION OF THE MN MUTCD, INCLUDING "FIELD MANUAL FOR (24 X 12) WHITE ROAD CLOSED R11-3 BLACK TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS." 5 MILES AHEAD ON M3-2 BLACK ON LOCAL TRAFFIC ONLY (60 X 30) EAST (24 X 12) 2. CONTRACTOR SHALL COVER ANY CONFLICTING SIGNAGE. (INCIDENTAL) WHITE WHITE 3. CONTRACTOR SHALL PROVIDE 2 EXTRA TYPE III BARRICADES FOR USE WITH SELECT PRIVATE DRIVEWAYS DURING DETOURING. ROADCLOSED R11-4 BLACK GOODHUE M1-6 WHITE TO THRUTRAFFIC (60 X 30) ON 12 (24 X 24) ON BLUE STAGING REQUIREMENTS 4. CONTRACTOR SHALL RE-ESTABLISH ROADWAY AND PEDESTRIAN ACCESS EACH NIGHT OUTSIDE OF WORKING HOURS. COUNTY
White 1. Full Closure And Detour May Only Be Left In Place For 7
5. ANY ADDITIONAL TRAFFIC CONTROL NEEDED FOR PAVING OR OTHER WORK SHALL BE APPROVED BY THE ENGINEER AND IN BLACK M5-1 BLACK ON WORKING DAYS MAX (OR 11 DAYS IF FINAL SURFACE RESTORATION NO ACCESS ACCORDANCE WITH THE LATEST VERSION OF THE MN MUTCD, INCLUDE IN LUMP SUM PRICE FROM TRAFFIC CONTROL. TO KENYON (60 X 30) ON (21 X 15) WHITE COMPLETED IMMEDIATELY AFTER EXCAVATION) Restoration to be completed WHITE 2. ACCESS TO 2ND STREET (EAST OF CLOSURE AREA) MUST BE PRESERVED under traffic/partial closure M6-1 BLACK ON WHITE (21 X 15) WHITE AT ALL TIMES. TYPE 3 ON 3. CLOSURE MUST BE TEMPORARILY SURFACED AND OPENED TO LOCAL M5-1A BLACK ON TRAFFIC CONTROL LEGEND BARRICADE ORANGE (21 X 15) WHITE TRAFFIC OVER NIGHTS AND WEEKENDS (MINOR EXCEPTIONS ALLOWED) 4. REFER TO SHEET G2.01 FOR ADDITIONAL REQUIREMENTS. TYPE A M6-1 BLACK ON FLASHING (21 X 15) WHITE OFFICIAL DETOUR ROUTE F AMBER WARNING M6-3 BLACK ON LIGHT TYPE III BARRICADE(S) (21 X 15) WHITE W20-2 BLACK SIGN DETOUR ON AHEAD (48 X 48) ORANGE
Road W20-3 Black
CLOSED (48 X 48) ON AHEAD ORANGE
Goodhue County Highway Department Facility
APPLIES TO CSAH 12 CLOSURE ONLY
TH 56 DETOUR WEST PROJECT AREA DETOUR ROUTE GOODHUE
DETOUR WEST COUNTY
Goodhue
COUNTY
Coun
TY
Egood
HU TH 60
EAST TY
UN
750' DETOUR DETOUR R DETOU EAST CO
Goodhue
E TYCOUN UR HU OD 12 COUNTY 1000' 12 TO WEST GO
De St
WE R
DETOUR OU 12 GOODHUE EAST GOOD
Det T
COUNTY HUE
EAS EAST GOODHUE
O GO DH
CO UE
Detour
R UN DETOU WEST COUNTY
Detour
TY
750' GOODHUE 12 COUNTY 12 COUNTY GOODHUE EAST DETOUR TH 60
70TH AVE WEST 12 NTY
Goodhue
COUNTY
West
R E
DHU COU
Csah 1
U DET
DETO GOO
Eas T Our
DETOUR E HU
GOODHUE EAST DETOUR OD COUNTY
West
CO UN GO
Goodhue
COUNTY
Detour
60TH AVE TY
East
COUNTY
Goodhue
COUNTY
COUNTY COUNTY COUNTY
12 12 12 DETOUR GOODHUE
West
COUNTY GOODHUE
50TH AVE 12 GOODHUE
Goodhue
GOODHUE COUNTY
East East 12 County
40TH AVE GOODHUE WEST WEST 12 DETOUR DETOUR DETOUR DETOUR DETOUR GOODHUE
West Detour Detour
ROADCLOSED WEST WEST WEST WEST
DETOUR DETOUR ROAD
Road Closed
TH 60 5 MILES AHEAD TO DETOUR CLOSED AHEAD GOODHUE
Thrutraffic 12
GOODHUE AHEAD GOODHUE
12 12 750' LOCAL TRAFFIC ONLY COUNTY COUNTY COUNTY
750' 750' 750' 750' 750' 750' 750' 12 EAST DETOUR EAST DETOUR
12
Csah 12
CSAH 12 750' DETOUR 750' 750' DETOUR 750' 750' NO ACCESS WEST DETOUR COUNTY COUNTY WEST 12 COUNTY GOODHUE EAST END 12 12 COUNTY
Detour Detour 12 Detour
TO KENYON
GOODHUE
M 12 Detour
GOODHUE GOODHUE
GOODHUE
West West
GOODHUE
An West West West West
DETOUR WEST COUNTY
T 12 Goodhue
WEST COUNTY COUNTY
Detour
OR GOODHUE
WEST GOODHUE
COUNTY
DETOUR COUNTY GOODHUE
GOODHUE
Vi 12 Detour 12 Detour Goodhue
LL GOODHUE COUNTY COUNTY COUNTY
Er West
COUNTY
D NO ACCESS
c Bolton & Menk, Inc. 2025, All Rights Reserved SEE SHEET C7.04 FOR DETOUR TO KENYON ADDITIONAL SIGNAGE ROADCLOSED
Csah 12
TO THRU TRAFFIC DETOUR WEST GOODHUE
Th 12
COUNTY 56
Csah 13
H:\KENYON_CI_MN\24X134934000\CAD\C3D\134934000C703.1.dwg 6/5/2025 4:59:12 PM
R 480TH ST
Kenyon, Minnesota
DESIGNED NO. ISSUED FOR DATE
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED CWH SHEET BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 2900 43RD STREET NW, SUITE 100 1 WCD-1 10/06/2025 0 1200 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 2400 ROCHESTER, MN 55901 DRAWN 2025 STREET & UTILITY IMPROVEMENTS C7.03 2 CO-1 1/13/2026 CWH HORZ. Phone: (507) 208-4332 CHECKED SCALE FEET DEREK OLINGER R Email: Rochester@bolton-menk.com www.bolton-menk.com DO CLIENT PROJ. NO. TRAFFIC CONTROL PLAN LIC. NO. 54287 DATE 06/10/2025 134934 CSAH 12 DETOUR 33 TRAFFIC CONTROL NOTES: TRAFFIC CONTROL SIGNAGE LEGEND BLACK SIDEWALK R9-9 BLACK ON DETOURING AND TRAFFIC CONTROL ILLUSTRATED ON SHEET C7.03 AND C7.04 SHALL APPLY TO THE CSAH 12 CLOSURE ONLY. DETOUR SHALL ROAD R11-2 CLOSED ON (30 X 18) WHITE BE REMOVED IMMEDIATELY AFTER COMPLETION OF CSAH 12 WORK, AS DESCRIBED ON SHEETS C4.03 AND C4.04. CLOSED (60 X 30) WHITE M4-8 BLACK ON ROAD 1. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MOST RECENT EDITION OF THE MN MUTCD, INCLUDING "FIELD MANUAL FOR ROAD CLOSED R11-3 BLACK DETOUR (24 X 12) WHITE CLOSED F 5 MILES AHEAD (60 X 30) ON F F TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS." LOCAL TRAFFIC ONLY M3-4 BLACK ON WHITE WEST (24 X 12) WHITE 2. CONTRACTOR SHALL COVER ANY CONFLICTING SIGNAGE. (INCIDENTAL) BLACK ROADCLOSED R11-4 R
To On East M3-2 Black On
3. CONTRACTOR SHALL PROVIDE 2 EXTRA TYPE III BARRICADES FOR USE WITH SELECT PRIVATE DRIVEWAYS DURING DETOURING. THRUTRAFFIC (60 X 30) (24 X 12) WHITE WHITE 4. CONTRACTOR SHALL RE-ESTABLISH ROADWAY AND PEDESTRIAN ACCESS EACH NIGHT OUTSIDE OF WORKING HOURS. BLACK GOODHUE M1-6 WHITE 5. ANY ADDITIONAL TRAFFIC CONTROL NEEDED FOR PAVING OR OTHER WORK SHALL BE APPROVED BY THE ENGINEER AND IN Restoration to be NO ACCESS TO KENYON (60 X 30) ON 12 COUNTY (24 X 24) ON BLUE ACCORDANCE WITH THE LATEST VERSION OF THE MN MUTCD, INCLUDE IN LUMP SUM PRICE FROM TRAFFIC CONTROL. completed under WHITE traffic/partial M5-1 BLACK ON Remove Time Limit WHITE (21 X 15) WHITE closure TYPE 3 ON BARRICADE TRAFFIC CONTROL LEGEND ORANGE M6-1 (21 X 15) BLACK ON WHITE SIDEWALK TYPE A DETOUR STAGING REQUIREMENTS M5-1A OFFICIAL DETOUR ROUTE 1. FULL CLOSURE AND DETOUR MAY ONLY BE LEFT IN PLACE FOR 7 F FLASHING AMBER (21 X 15) BLACK ON CLOSED WEST GOODHUE 12 COUNTY
Warning White
WORKING DAYS MAX (OR 11 DAYS IF FINAL SURFACE RESTORATION M6-1
LIGHT BLACK ON TYPEIII BARRICADE(S) COMPLETED IMMEDIATELY AFTER EXCAVATION) (21 X 15) 2. ACCESS TO 2ND STREET (EAST OF CLOSURE AREA) MUST BE PRESERVED BLACK WHITE DETOUR W20-2 SIGN AT ALL TIMES. ON 3. CLOSURE MUST BE TEMPORARILY SURFACED AND OPENED TO LOCAL AHEAD (48 X 48) 2ND STREET/CSAH 12 2ND STREET ORANGE TRAFFIC OVER NIGHTS AND WEEKENDS (MINOR EXCEPTIONS ALLOWED) 4. REFER TO SHEET G2.01 FOR ADDITIONAL REQUIREMENTS. ROAD W20-3 BLACK CLOSED (48 X 48) ON AHEAD ORANGE
Front Street See Sheet C7.03 Maintain Min 24' Access Width
Forest Street
PINE STREET ROAD
Spring Street
CLOSED MA
East Langford Avenue
DETOUR F NT OR F F
East Vil
COUNTY
LE GOODHUE GOODHUE RD WEST 12 COUNTY
1ST STREET DETOUR
Slee Street
GATES AVENUE
COUNTY
12
Th 60 / Th 56
GOODHUE
East
DETOUR DETOUR DETOUR SIDEWALK GOODHUE SEE INSET A WEST 12 COUNTY END GOODHUE 12 COUNTY EAST GOODHUE 12 COUNTY DETOUR 250' ROAD CLOSED F F CLOSED F 250' 2ND STREET TH 60 OUR 250' 250' 250' DET EAST DHU E AA 7 12 C ROA DETOUR O
Dt 50'
GO 5' ROAD COUNTY
12 32 AHLOSE D DETOUR DETOUR NTY
Goodhue
EAST GOODHUE
EAST COU
Closed 12
COUNTY 12 COUNTY 88 EA D AHEAD GOODHUE
D AHEAD WEST LAWN STREET ROADCLOSED DETOUR PROJECT AREA INSET A 3RD STREET TO UR DETO
Spring Street
EAST DHUE THRU TRAFFIC 12 GOO
TY COUN
See Sheet C7.03
CONTRACTOR SHALL REFERENCE MN MUTCD TRAFFIC
4TH STREET HOME STREET CONTROL MANUAL FOR LANE CLOSURES DURING THE CONSTRUCTION OF HYDRANTS AND SERVICES AND IF SANITARY SEWER LINING IS PERFORMED OUTSIDE OF THE CSAH 12 CLOSURE. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ENGINEER TH 5 PRIOR TO STARTING WORK.
Forest Street
4TH STREET 6 DETOUR ROUTE CSAH 12
c Bolton & Menk, Inc. 2025, All Rights Reserved 5TH STREET Full Closure planned for all excavation work. M
Redwing Avenue
AN TOR Replacement of sidewalks & other VI surfacing planned with WB lane LL E RO
Spring Street
closure AD (Field Manual Layout 16 or similar)
H:\KENYON_CI_MN\24X134934000\CAD\C3D\134934000C704.1.dwg 6/5/2025 4:59:31 PM
R
Centennial Drive Applies To Csah 12 Closure Only
KENYON, MINNESOTA
DESIGNED NO. ISSUED FOR DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED CWH SHEET BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 2900 43RD STREET NW, SUITE 100 1 WCD-1 10/06/2025 0 200 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 400 ROCHESTER, MN 55901 DRAWN 2025 STREET & UTILITY IMPROVEMENTS C7.04 2 CO-1 1/13/2026 CWH HORZ. Phone: (507) 208-4332 CHECKED SCALE FEET DEREK OLINGER R Email: Rochester@bolton-menk.com www.bolton-menk.com DO CLIENT PROJ. NO. TRAFFIC CONTROL PLAN LIC. NO. 54287 DATE 06/10/2025 134934 CSAH 12 DETOUR & 2ND STREET 34 The calculations used in this spreadsheet are used only for the purpose of determining the change in total contract value. It is NOT intended to offically amend contract unit prices or quantities
2nd Street Watermain Revisions - Final Cost Summary Bid Change Final Adjusted Total Unit Price Qty Amount Qty Unit Price Amt Qty Unit Price Amt BASE BID - SURFACE IMPROVEMENTS 1 MOBILIZATION $ 37,500.00 LS 0.18 $ 6,750.00 $ - 0.18 $ 37,500.00 $ 6,750.00 2 CLEARING $ 1,000.00 EACH 0 $ - $ - 0 $ 1,000.00 $ - 3 GRUBBING $ 500.00 EACH 0 $ - $ - 0 $ 500.00 $ - 4 SALVAGE SIGN $ 50.00 EACH $ - $ - 0 $ 50.00 $ - 5 SAWING CONCRETE PAVEMENT (FULL DEPTH) $ 7.00 LF $ - $ - 0 $ 7.00 $ - 6 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) $ 5.00 LF $ - $ - 0 $ 5.00 $ - 7 REMOVE CURB AND GUTTER $ 5.00 LF $ - 65 $ 5.00 $ 325.00 65 $ 5.00 $ 325.00 8 REMOVE CONCRETE DRIVEWAY PAVEMENT $ 10.00 SY $ - 76 $ 10.00 $ 760.00 76 $ 10.00 $ 760.00 9 REMOVE BITUMINOUS DRIVEWAY PAVEMENT $ 7.00 SY $ - 19 $ 7.00 $ 133.00 19 $ 7.00 $ 133.00 10 REMOVE BITUMINOUS PAVEMENT $ 4.00 SY $ - 226 $ 4.00 $ 904.00 226 $ 4.00 $ 904.00 11 REMOVE CONCRETE WALK $ 2.00 SF $ - 3602 $ 2.00 $ 7,204.00 3602 $ 2.00 $ 7,204.00 12 EXCAVATION - COMMON (P) $ 13.00 CY $ - $ - 0 $ 13.00 $ - 13 EXCAVATION - SUBGRADE (P) $ 13.00 CY $ - $ - 0 $ 13.00 $ - 14 EXPLORATORY EXCAVATION $ 300.00 HR 4 $ 1,200.00 $ - 4 $ 300.00 $ 1,200.00 15 SELECT GRANULAR EMBANKMENT (CV) (P) $ 25.00 CY $ - $ - 0 $ 25.00 $ - 16 GEOTEXTILE FABRIC TYPE 9 $ 2.50 SY $ - $ - 0 $ 2.50 $ - 17 AGGREGATE SURFACING CLASS 2 $ 30.00 CY $ - $ - 0 $ 30.00 $ - 18 AGGREGATE BASE (CV) CLASS 5 (P) $ 25.00 CY $ - $ - 0 $ 25.00 $ - 19 SURFACE RESTORATION (2ND ST) $ 47,500.00 LS 1 $ 47,500.00 -1 $ 47,500.00 $ (47,500.00) 0 $ 47,500.00 $ - 20 PAVEMENT MARKINGS (2ND ST) $ 4,860.00 LS 1 $ 4,860.00 $ - 1 $ 4,860.00 $ 4,860.00 21 SURFACE RESTORATION (SANITARY REPAIR) $ 4,500.00 EACH $ - $ - 0 $ 4,500.00 $ - 22 GRAVEL RESTORATION (SANITARY REPAIR) $ 1,000.00 EACH $ - $ - 0 $ 1,000.00 $ - 23 TYPE SP 9.5 WEARING COURSE MIXTURE (3;C) 1.5" THICK $ 9.00 SY $ - $ - 0 $ 9.00 $ - 24 TYPE SP 12.5 WEARING COURSE MIXTURE (3;C) 2.0" THICK $ 11.75 SY $ - $ - 0 $ 11.75 $ - 25 TYPE SP 12.5 WEARING COURSE MIXTURE (3;C) 2.5" THICK $ 14.50 SY $ - $ - 0 $ 14.50 $ - 26 BITUMINOUS PATCH SPECIAL (DRIVEWAY) $ 36.00 SY $ - 245 $ 81.00 $ 19,845.00 245 $ 81.00 $ 19,845.00 27 6" PERF PVC PIPE DRAIN $ 15.25 LF $ - $ - 0 $ 15.25 $ - 28 SUMP PUMP SERVICE $ 1,000.00 EACH $ - $ - 0 $ 1,000.00 $ - 29 DRAIN OUTLET DESIGN SPECIAL (END SECTION) $ 400.00 EACH $ - $ - 0 $ 400.00 $ - 30 6" PVC PIPE DRAIN CLEANOUT $ 300.00 EACH $ - $ - 0 $ 300.00 $ - 31 CONCRETE STEP $ 30.00 SF $ - $ - 0 $ 30.00 $ - 32 4" CONCRETE WALK $ 7.50 SF $ - 3620 $ 7.50 $ 27,150.00 3620 $ 7.50 $ 27,150.00 33 6" CONCRETE WALK $ 12.25 SF $ - 43 $ 12.25 $ 526.75 43 $ 12.25 $ 526.75 34 CONCRETE CURB AND GUTTER DESIGN B618 $ 25.80 LF $ - 65 $ 40.00 $ 2,600.00 65 $ 40.00 $ 2,600.00 35 CONCRETE CURB AND GUTTER DESIGN D DRIVEOVER $ 23.75 LF $ - $ - 0 $ 23.75 $ - 36 6" CONCRETE DRIVEWAY PAVEMENT $ 88.25 SY $ - 76 $ 88.25 $ 6,707.00 76 $ 88.25 $ 6,707.00 37 7" CONCRETE DRIVEWAY PAVEMENT $ 92.50 SY $ - $ - 0 $ 92.50 $ - 38 7" CONCRETE VALLEY GUTTER $ 95.00 SY $ - 24 $ 95.00 $ 2,280.00 24 $ 95.00 $ 2,280.00 39 TRUNCATED DOMES $ 55.00 SF $ - 20 $ 55.00 $ 1,100.00 20 $ 55.00 $ 1,100.00 40 TRAFFIC CONTROL $ 14,000.00 LS 0.18 $ 2,520.00 0.36 $ 14,000.00 $ 5,040.00 0.54 $ 14,000.00 $ 7,560.00 41 INSTALL SIGN $ 350.00 EACH 1 $ 350.00 $ - 1 $ 350.00 $ 350.00 42 STABILIZED CONSTRUCTION EXIT $ 500.00 LS $ - $ - 0 $ 500.00 $ - 43 EROSION CONTROL SUPERVISOR $ 500.00 LS 0.18 $ 90.00 $ - 0.18 $ 500.00 $ 90.00 44 STORM DRAIN INLET PROTECTION $ 200.00 EACH 8 $ 1,600.00 -8 $ 200.00 $ (1,600.00) Not in CO 0 $ 200.00 $ - 45 SILT FENCE; TYPE MS $ 2.50 LF 235 $ 587.50 -145 $ 2.50 $ (362.50) Not in CO 90 $ 2.50 $ 225.00 46 SEDIMENT CONTROL LOG TYPE WOOD FIBER $ 5.00 LF 180 $ 900.00 -90 $ 5.00 $ (450.00) Not in CO 90 $ 5.00 $ 450.00 47 SEDIMENT CONTROL LOG TYPE ROCK $ 5.00 LF 20 $ 100.00 -20 $ 5.00 $ (100.00) Not in CO 0 $ 5.00 $ - 48 COMPOST GRADE 2 $ 30.00 CY $ - $ - 0 $ 30.00 $ - 49 FERTILIZER TYPE 3 $ 2.50 LB $ - $ - 0 $ 2.50 $ - 50 SODDING $ 7.00 SY $ - $ - 0 $ 7.00 $ - 51 RAPID STABILIZATION METHOD 2 $ 3.00 SY $ - $ - 0 $ 3.00 $ - 52 TOPSOIL PREPARATION $ 2.50 SY $ - $ - 0 $ 2.50 $ - 53 TURF MAINTENANCE $ 75.00 DAY 11 left out of CO $ - 11 $ 75.00 Left Out of CO 54 TURF RESTORATION (2ND ST) $ 2,500.00 LS 1 left out of CO not done 0 $ 2,500.00 Left out of CO 1 $ 2,500.00 Left Out of CO 55 CONSTRUCTION ALLOWANCE $ 1.00 UNIT 13500 left out of CO Left Out of CO 13500 $ 1.00 Left out of CO
Kenyon 2025 Street Utility Improvements
1 of 3 H:\KENYON_CI_MN\24X134934000\7_Construction\E_Quantities\2nd St Water - Install Change\Estimated Cost Change_Final Qty-v3.xlsx Change Order 1 - Supplemental Cost Breakdown 35 The calculations used in this spreadsheet are used only for the purpose of determining the change in total contract value. It is NOT intended to offically amend contract unit prices or quantities
2nd Street Watermain Revisions - Final Cost Summary Bid Change Final Adjusted Total Unit Price Qty Amount Qty Unit Price Amt Qty Unit Price Amt
Base Bid - Sanitary Sewer Improvements
REMOVE MANHOLE (SANITARY) $ 400.00 EACH $ - $ - 0 $ 400.00 $ - 57 REMOVE SEWER PIPE (SANITARY) $ 5.00 LF $ - $ - 0 $ 5.00 $ - 58 CONNECT TO EXISTING SANITARY SEWER $ 1,500.00 EACH $ - $ - 0 $ 1,500.00 $ - 59 8"X6" PVC WYE $ 375.00 EACH $ - $ - 0 $ 375.00 $ - 60 8" PVC PIPE SEWER $ 65.00 LF $ - $ - 0 $ 65.00 $ - 61 6" PVC SANITARY SERVICE PIPE $ 40.00 LF $ - $ - 0 $ 40.00 $ - 62 2" PE PRESSURE SEWER SERVICE $ 40.00 LF $ - $ - 0 $ 40.00 $ - 63 LINING SEWER PIPE 8" $ 41.50 LF $ - $ - 0 $ 41.50 $ - 64 CASTING ASSEMBLY (SANITARY) $ 1,300.00 EACH $ - $ - 0 $ 1,300.00 $ - 65 FINAL CASTING ADJUSTMENT (DONUT CUT) $ 1,700.00 EACH $ - $ - 0 $ 1,700.00 $ - 66 CONSTRUCT DRAINAGE STRUCTURE DESIGN 4007 $ 500.00 LF $ - $ - 0 $ 500.00 $ - 67 SANITARY LATERAL REINSTATEMENT $ 55.00 EACH $ - $ - 0 $ 55.00 $ - 68 TRIMMING PROTRUDING TAPS $ 1,139.00 EACH $ - $ - 0 $ 1,139.00 $ - 69 SANITARY LATERAL GROUTING $ 450.00 EACH $ - $ - 0 $ 450.00 $ - 70 LATERAL CLEANING $ 500.00 EACH $ - $ - 0 $ 500.00 $ - 71 ROOT CUTTING $ 3.00 LF $ - $ - 0 $ 3.00 $ - 72 SANITARY MANHOLE REHABILITATION (SPRAY-ON) $ 5,320.00 EACH $ - $ - 0 $ 5,320.00 $ - 73 SANITARY SEWER BYPASSING $ 2,815.00 LS $ - $ - 0 $ 2,815.00 $ - 74 POINT REPAIR - SANITARY SEWER PIPE $ 4,500.00 EACH $ - $ - 0 $ 4,500.00 $ - 75 INTERNAL POINT REPAIR (SHORT LINER) $ 2,000.00 EACH $ - $ - 0 $ 2,000.00 $ - 76 INTERNAL CHIMNEY SEAL (REHAB) $ 1,550.00 EACH $ - $ - 0 $ 1,550.00 $ - 77 REPLACE & ADJUST RING AND CASTING $ 1,400.00 EACH $ - $ - 0 $ 1,400.00 $ - 78 SANITARY SEWER TRACER SYSTEM $ 2,600.00 LS $ - $ - 0 $ 2,600.00 $ -
Base Bid - Water System Improvements
REMOVE GATE VALVE AND BOX $ 300.00 EACH 4 $ 1,200.00 $ - 4 $ 300.00 $ 1,200.00 80 REMOVE CURB STOP AND BOX $ 150.00 EACH 8 $ 1,200.00 $ - 8 $ 150.00 $ 1,200.00 81 REMOVE HYDRANT $ 400.00 EACH 2 $ 800.00 $ - 2 $ 400.00 $ 800.00 82 REMOVE WATER MAIN $ 5.00 LF 81 $ 405.00 -7 $ 5.00 $ (35.00) 74 $ 5.00 $ 370.00 83 TEMPORARY WATER SERVICE $ 20,000.00 LS 0.36 $ 7,200.00 $ - 0.36 $ 20,000.00 $ 7,200.00 84 CONNECT TO EXISTING WATER MAIN $ 1,500.00 EACH 4 $ 6,000.00 $ - 4 $ 1,500.00 $ 6,000.00 85 DISCONNECT EXISTING WATER MAIN (P) $ 900.00 EACH 3 $ 2,700.00 $ - 3 $ 900.00 $ 2,700.00 86 HYDRANT (8.0' BURY) $ 6,600.00 EACH 1 $ 6,600.00 1 $ 6,600.00 $ 6,600.00 2 $ 6,600.00 $ 13,200.00 87 HYDRANT (11' BURY) $ 8,000.00 EACH 1 $ 8,000.00 -1 $ 8,000.00 $ (8,000.00) 0 $ 8,000.00 $ - 88 ADJUST VALVE BOX $ 300.00 EACH 4 $ 1,200.00 -2 $ 300.00 $ (600.00) 2 $ 300.00 $ 600.00 89 1" CORPORATION STOP $ 450.00 EACH 8 $ 3,600.00 $ - 8 $ 450.00 $ 3,600.00 90 6" GATE VALVE AND BOX $ 2,675.00 EACH 5 $ 13,375.00 -1 $ 2,675.00 $ (2,675.00) 4 $ 2,675.00 $ 10,700.00 91 8" GATE VALVE AND BOX $ 3,500.00 EACH $ - $ - 0 $ 3,500.00 $ - 92 10" GATE VALVE AND BOX $ 6,000.00 EACH 1 $ 6,000.00 $ - 1 $ 6,000.00 $ 6,000.00 93 1" CURB STOP AND BOX $ 500.00 EACH 8 $ 4,000.00 $ - 8 $ 500.00 $ 4,000.00 94 1" TYPE PE PIPE $ 35.00 LF 175 $ 6,125.00 15 $ 35.00 $ 525.00 190 $ 35.00 $ 6,650.00 95 DIRECTIONAL DRILL SERVICE BELOW CSAH 12 $ 5,000.00 EACH 2 $ 10,000.00 $ - 2 $ 5,000.00 $ 10,000.00 96 6" PVC WATERMAIN $ 50.00 LF 15 $ 750.00 5 50 $ 250.00 20 $ 50.00 $ 1,000.00 97 8" PVC WATERMAIN $ 57.00 LF $ - $ - 0 $ 57.00 $ - 98 10" PVC WATERMAIN $ 75.00 LF 140 $ 10,500.00 771 $ 128.00 $ 98,688.00 ** 911 Varies $ 109,188.00 99 10" PVC WATERMAIN (DIRECTIONAL DRILLED) $ 185.00 LF 780 $ 144,300.00 -780 $ 185.00 $ (144,300.00) 0 $ 185.00 $ - 100 4" INSULATION $ 50.00 SY 29 $ 1,450.00 2 $ 50.00 $ 100.00 31 $ 50.00 $ 1,550.00 101 WATERMAIN FITTINGS $ 15.00 LB 1140 $ 17,100.00 84 $ 15.00 $ 1,260.00 1224 $ 15.00 $ 18,360.00 102 VALVE BOX TOP SECTION & CAP $ 250.00 EACH $ - $ - 0 $ 250.00 $ - 103 WATERMAIN TRACER SYSTEM $ 5,000.00 LS 0.3 $ 1,500.00 $ - 0.3 $ 5,000.00 $ 1,500.00
Kenyon 2025 Street Utility Improvements
2 of 3 H:\KENYON_CI_MN\24X134934000\7_Construction\E_Quantities\2nd St Water - Install Change\Estimated Cost Change_Final Qty-v3.xlsx Change Order 1 - Supplemental Cost Breakdown 36 The calculations used in this spreadsheet are used only for the purpose of determining the change in total contract value. It is NOT intended to offically amend contract unit prices or quantities
2nd Street Watermain Revisions - Final Cost Summary Bid Change Final Adjusted Total Unit Price Qty Amount Qty Unit Price Amt Qty Unit Price Amt BASE BID - STORM SEWER IMPROVEMENTS 104 REMOVE PIPE APRON $ 250.00 EACH $ - $ - 0 $ 250.00 $ - 105 REMOVE MANHOLE OR CATCH BASIN $ 400.00 EACH 1 $ 400.00 $ - 1 $ 400.00 $ 400.00 106 REMOVE SEWER PIPE (STORM) $ 9.00 LF 40 $ 360.00 -40 $ 9.00 $ (360.00) 0 $ 9.00 $ - 107 SALVAGE CASTING $ 100.00 EACH 1 $ 100.00 $ - 1 $ 100.00 $ 100.00 108 24" RC PIPE APRON $ 1,500.00 EACH $ - $ - 0 $ 1,500.00 $ - 109 TRASH GUARD FOR 24" PIPE APRON $ 1,600.00 EACH $ - $ - 0 $ 1,600.00 $ - 110 24" RC PIPE SEWER DESIGN 3006 CLASS III $ 110.00 LF 40 $ 4,400.00 -40 $ 110.00 $ (4,400.00) 0 $ 110.00 $ - 111 CONNECT TO EXISTING STORM SEWER $ 1,000.00 EACH 1 $ 1,000.00 -1 $ 1,000.00 $ (1,000.00) 0 $ 1,000.00 $ - 112 CONNECT TO EXISTING DRAINAGE STRUCTURE $ 1,500.00 EACH 1 $ 1,500.00 -1 $ 1,500.00 $ (1,500.00) 0 $ 1,500.00 $ - 113 12" PIPE SEWER $ 45.00 LF $ - $ - 0 $ 45.00 $ - 114 18" PIPE SEWER $ 55.00 LF $ - $ - 0 $ 55.00 $ - 115 24" PIPE SEWER $ 68.00 LF $ - $ - 0 $ 68.00 $ - 116 CASTING ASSEMBLY (STORM) $ 1,200.00 EACH $ - $ - 0 $ 1,200.00 $ - 117 FINAL CASTING ADJUSTMENT (DONUT CUT) $ 1,700.00 EACH $ - $ - 0 $ 1,700.00 $ - 118 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (R-1) $ 450.00 LF $ - $ - 0 $ 450.00 $ - 119 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 $ 600.00 LF $ - $ - 0 $ 600.00 $ - 120 CONSTRUCT DRAINAGE STRUCTURE DESIGN 54-4020 $ 950.00 LF $ - $ - 0 $ 950.00 $ - 121 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4022 $ 500.00 LF $ - $ - 0 $ 500.00 $ - 122 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4022 $ 1,000.00 LF $ - $ - 0 $ 1,000.00 $ - 123 RECONSTRUCT DRAINAGE STRUCTURE $ 700.00 LF 9.9 $ 6,930.00 -9.9 $ 700.00 $ (6,930.00) 0 $ 700.00 $ -
Totals $ 335,152.50 $ (37,814.75) $ 297,337.75
Legend Original/Bid Contract quantities/unit prices ** New watermain accounts for time of installation, $6,000 restock Actual Change in Quantity/Unit Price from original contract fee on old pipe, $1,000 crew time for investigation with Hodgeman Actual proposed total Paid Surface Restoration pay items (proposed payment by unit price) Major cost item deleted - work paid thru other means Revised Cot/Unit Price Provided by Fitzgerald on 12/9
Kenyon 2025 Street Utility Improvements
3 of 3 H:\KENYON_CI_MN\24X134934000\7_Construction\E_Quantities\2nd St Water - Install Change\Estimated Cost Change_Final Qty-v3.xlsx Change Order 1 - Supplemental Cost Breakdown 37 AGENDA ITEM NO. VIII.A
Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT
DATE: January 13, 2026
SUBMITTED BY: Holli Gudknecht, Administration
ITEM TYPE: Legal
Agenda Section: Legal
SUBJECT: Rebound Project - TIF
1. Resolution 2026-03: Approving the Application 2. Resolution 2026-04: Expressing the City of Kenyon's Willingness to Work with Rebound Real Estate on Tax Increment Financing (TIF) for the Sunset Homes Redevelopment 3. Resolution 2026-05: Approving the Application and Committing the Local Match and Authorizing Contract Signature
Suggested Action:
Attachments:
Resolution 2026-03 Approving_redevelopment_grant_application.docx
Resolution 2026-04 Confirming_the_City_of_Kenyon_s_Willingness_to_work_with_Rebound_Real_Estate_on_TIF_for_the_Sunset_H Resolution 2026-05 Approving_application_and_comitting_the_local_match_and_authorizing_contract_signature.docx
RESOLUTION NO. 2026-03 CITY OF KENYON COUNTY OF GOODHUE STATE OF MINNESOTA
A Resolution Approving The Application
BE IT RESOLVED that the City Council of the City of Kenyon, MN ("City") has approved the Redevelopment Grant application submitted to the Department of Employment and Economic Development (DEED) on ___________, 2026, by Rebound Real Estate (Applicant) for the Sunset Homes site. The above resolution was adopted by the City Council on January 13, 2026.
____________________________________ Donald Kirchmann Mayor ATTEST:
___________________________________________ Scott Lehner City Administrator
DOCSOPEN\KE215\20\1070404.v2-1/9/26 39 RESOLUTION NO. 2026-04 CITY OF KENYON COUNTY OF GOODHUE STATE OF MINNESOTA
A Resolution Expressing The City Of Kenyon'S Willingness
TO WORK WITH REBOUND REAL ESTATE ON TAX INCREMENT
FINANCING (TIF) FOR THE SUNSET HOMES REDEVELOPMENT
WHEREAS, the former Sunset Homes site located at 127 Gunderson Boulevard presents environmental and financial challenges that hinder private redevelopment without public assistance; and
WHEREAS, Rebound Real Estate has proposed redevelopment of the site in a manner consistent with the City of Kenyon's comprehensive planning, housing, and economic development goals; and
WHEREAS, Tax Increment Financing (TIF) is a redevelopment tool authorized under Minnesota law to assist in addressing extraordinary costs, including environmental remediation and site preparation.
NOW, THEREFORE, BE IT RESOLVED that the City of Kenyon ("City") expresses its willingness to work cooperatively with Rebound Real Estate to evaluate the potential use of Tax Increment Financing or other lawful redevelopment tools to support the Sunset Homes redevelopment project.
BE IT FURTHER RESOLVED that this resolution does not obligate the City to establish a TIF district or provide financial assistance, but rather affirms the City's intent to participate in good-faith discussions and analysis of redevelopment financing options as the project advances.
BE IT FURTHER RESOLVED that the City finds such cooperation to be in the public interest as it may result in:
Removal of blight and environmental risk Expansion of the local tax base Increased housing supply Long-term economic growth for the community
NOW, THEREFORE BE IT FINALLY RESOLVED that the Mayor and the City Administrator, are hereby authorized to execute such agreements as are necessary to implement the project on behalf of the applicant.
The above resolution was adopted by the City Council of the City of Kenyon on January 13, 2026.
____________________________________ Donald Kirchmann Mayor ATTEST:
___________________________________________ Scott Lehner City Administrator
DOCSOPEN\KE215\20\1070415.v1-1/9/26 40 RESOLUTION NO. 2026-___ CITY OF KENYON COUNTY OF GOODHUE STATE OF MINNESOTA
A Resolution Approving The Application And
COMMITTING THE LOCAL MATCH AND AUTHORIZING CONTRACT SIGNATURE
BE IT RESOLVED that the City Council of the City of Kenyon, MN, has approved the Redevelopment
Grant application submitted to the Department of Employment and Economic Development (DEED) on _____________, 2026, by the City of Kenyon for the former Kenyon Sunset Home site at 127 Gunderson Boulevard. BE IT RESOLVED that the City of Kenyon will act as the legal sponsor for project(s) contained in the Redevelopment Grant Program application to be submitted on __________________, 2026, and that Kenyon City Administrator is hereby authorized to apply to the Department of Employment and Economic Development for funding of this project on behalf of the City of Kenyon. BE IT FURTHER RESOLVED that the City of Kenyon has the legal authority to apply for financial assistance, and the institutional, managerial, and financial capability to ensure adequate project administration. BE IT FURTHER RESOLVED that the sources and amounts of the local match identified in the application are committed to the project identified. BE IT FURTHER RESOLVED that if the project identified in the application fails to substantially provide the public benefits listed in the application within five years from the date of the grant award, the City of Kenyon may be required to repay 100 percent of the awarded grant per Minn. Stat. § 116J.575, Subd. 4; BE IT FURTHER RESOLVED that the City of Kenyon has not violated any Federal, State, or local laws pertaining to fraud, bribery, graft, kickbacks, collusion, conflict of interest or other unlawful or corrupt practice. BE IT FURTHER RESOLVED that upon approval of its application by the state, the City of Kenyon may enter into an agreement with the State of Minnesota for the above-referenced project(s), and that the City of Kenyon certifies that it will comply with all applicable laws and regulation as stated in all contract agreements. NOW, THEREFORE BE IT FINALLY RESOLVED that the Mayor and the City Administrator, are hereby authorized to execute such agreements as are necessary to implement the project on behalf of the applicant. This resolution was adopted by the City Council of the City of Kenyon on January 13, 2026.
____________________________________ Donald Kirchmann Mayor ATTEST:
___________________________________________ Scott Lehner City Administrator
DOCSOPEN\KE215\20\1009698.v2-2/10/25 41 AGENDA ITEM NO. IX.A
Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT
DATE: January 13, 2026
SUBMITTED BY: Holli Gudknecht, Administration
ITEM TYPE: **Financial
Agenda Section: Financial
SUBJECT: December 2025 Financial Reports and Payment of Claims
SUGGESTED ACTION: These items were approved under the Consent Agenda
Attachments:
REVENUE REPORT.pdf
EXPENSE REPORT.pdf CHECKS 1-13-26.pdf
42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 AGENDA ITEM NO. XI.A
Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT
DATE: January 13, 2026
SUBMITTED BY: Holli Gudknecht, Administration
ITEM TYPE: New Business
Agenda Section: New Business
SUBJECT: 2026 Appointments and Designations:
1. Library Board – 3-Year Term 1. Renee Caron 2. Bryana Lothert 2. Planning Commission – 2-Year Term 1. Vacant 2. Vacant 3. Vacant 3. Public Utility Commission 1. Don Kirchmann 4. Historic Preservation Commission 5. Vacant 6. Park & Recreation 1. Bailey Ament 2. Vacant
6. Appointments 1. Acting Mayor – Mary Bailey 2. Legal Newspaper – TBD 3. Depository – Security State Bank, 4M, Northland Securities 4. City Attorney – Scott Riggs, Kennedy & Graven Chartered 5. Prosecuting Attorney – David Jacobsen, Jacobsen Law Firm 6. City Engineer – Derek Olinger, Bolton & Menk 7. City Auditor – BerganKDV 8. Financial Consultant – George Eilertson - Northland Securities 9. Investments – As Allowed Per Minnesota Statutes 10. Deputy Clerk – Holli Gudknecht 11. Weed Inspector – Donald Kirchmann 12. Personnel Committee – Don Kirchmann, Kim Helgeson,
Scott Lehner 13. Kenyon Fire Relief Association – Don Kirchmann and Scott Lehner
SUGGESTED ACTION: There are still vacant spots on the Historic Preservation Commission,
Planning Commission, and on the Park & Rec Committee.
The legal newspaper needs to be decided - The Kenyon Leader or the Kenyon Messenger Documentation from Attorney Riggs on State Statutes concerning Legal newspapers is attached. The Messenger presentation from the November meeting is also attached.
Motion Needed
Attachments:
Newspaper Publication.pdf
Newspaper Statutes.pdf Newspaper.pdf Messen