Public Works & Highways Committee — Agenda Packet

MEETING: AMENDED REGULAR MEETING OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE DATE & TIME: Wednesday, May 13, 2026 at 5:30 PM LOCATION: Germantown Village Hall Board Room N112 W17001 Mequon Road Any member of the body and/or citizen may attend the meeting virtually through the WebEx platform, Meeting #: 2553 064 1703 Password: ZNmFyjsD343 which can be accessed by phone at 408-418-9388 or by logging on at: https://villageofgermantown.my.webex.com/villageofgermantown.my/j.php?MTID=ma4d8629588ca4a61665f674bbf1e0126 Citizens not wishing to attend the meeting personally or virtually may submit any public comments by sending an email to comments@germantownwi.gov by 4 p.m. on the day of the meeting so that it can be provided to the members of the body for their consideration. Previously recorded Village Board Meeting Videos can be viewed at https://www.youtube.com/channel/UCOYp0EgELzTCa9X_iCohyhQ. AGENDA I. CALL TO ORDER: This meeting has been given public notice in accordance with Section 19.83 and 19.84, Wis. Stats, in such form that will apprise the general public and news media of subject matter that is intended for consideration and action. II. ROLL CALL: III. MEETING MINUTES: A. April 1, 2026 (ACTION) IV. PUBLIC COMMENT: Please be advised per State Statute Section 19.84(2), information will be received from the public. It is the policy of this municipality that there be a four-minute time period, per person, with time extensions per the Chief Presiding Officer’s discretion; be further advised that there may be limited discussion on the information received, however, NO ACTION will be taken under public comments. Comments that may be injurious to village personnel or other individuals will not be allowed. V. UNFINISHED BUSINESS: VI. NEW BUSINESS: A. Consideration of Well 7 liner installation and contract extension #1 with CTW in the amount of $136,555.00. (ACTION) B. Award of professional services agreement to Foth in the amount of $34,000.00 for Well 7 liner installation and pump replacement professional services. (ACTION) C. April Storm Update (DISCUSSION) D. Acceptance of Well #7 Rehab (ACTION) E. Acceptance of Well 7 Generator Replacement (ACTION) F. Acceptance of Well #12 (ACTION) G. Acceptance of Goldendale Booster Station (ACTION) Page 1 of 98 PUBLIC WORKS & HIGHWAYS COMMITTEE AGENDA May 13, 2026 Page 2 H. Acceptance of Tower #3 Painting and Rehab (ACTION) I. Acceptance of Tower #1 Emergency Replacement of Water Fill Pipe (ACTION) J. Acceptance of Tower #4 (ACTION) K. Consideration of a credit policy for utility billing. (ACTION) L. Appraisal Payments for Division Road Phase I Road Reconstruction Project (ACTION) M. Division Road Relocation Order Resolution (ACTION) (Amended to include Exhibit C: Resolution) N. Pleasant View Drive Relocation Order Resolution (ACTION) O. Award Contract for Road Program - Heritage Hills Reconstruction (ACTION) P. Award Road Program Contract - Esquire Estates Reconstruction (ACTION) Q. Award Conract for Engineering Services - Site Plan Reviews (ACTION) R. Maple Road Bridge Repair (ACTION) S. Acceptance of Improvements - Water Main Extension for Green Bay Packaging at Holy Hill Road (ACTION) T. Award Contract for Pioneer Road Survey (ACTION) U. Agreement with WisDOT for STH 145 Improvements (ACTION) V. Discussion on Main Street and Old Farm Lift Station Facilities Plan Amendment. (DISCUSSION) W. Autorization to Purchase - Emergency Bypass Pump (ACTION) X. Consideration of Cost Recovery – Yard Waste Permit (ACTION) VII. DIRECTOR'S REPORT: A. May Directors Report VIII. NEXT MEETING DATE: IX. ANNOUNCEMENTS: X. ADJOURNMENT: UPON REASONABLE NOTICE, efforts will be made to accommodate the needs of disabled individuals through appropriate aids and services. For additional information or to request this service, please contact the Village Clerk at (262)250-4745 at least 2 days prior to the meeting. Notice is hereby given that a possible quorum of other boards, committees, and/or commissions may attend this meeting to gather information about an item over which they have decision-making responsibility. This may constitute a meeting of these bodies per State ex rel. Badke v Greendale Village Board, even though these bodies will not take formal action at this meeting. Page 2 of 98 REGULAR MEETING OF THE PUBLIC WORKS & H!GHWAYS COMMITTEE Wednesday, April 1, 2026 5:30 PM Germantown Village Hall Board Room Nl12 W17001 Mequon Road MEETING: DATE AND TIME: LOCATION: t. CALL TO ORDER: Chairperson Kaminski called the Public Works and Highways Committee meeting to order at 5:30PM. ll. ROLL CALL: Present: Trustee Terri Kaminski , Trustee Rick Miller, Trustee Robert It. Warren, Trustee Jan Miller Absent: None Excused: None MEETING MINUTES: A. March 4,2026 Motion: Approve as presented Motioned By: Jan Miller Seconded By: Robert Warren Yes: Terri Kaminski, Rick Miller, Robert Warren, Jan Miller No: None Abstain: None tv. Motion Passed (Yes 4, No 0, Abstained 0) PUBL]C COMMENT: Two residents spoke: Norman Berger of W141N9978 Seven Pines Way spoke about trash pick fees on his taxes. Melanie Smythe of N140W'17938 Cedar Ln spoke about ponds and storm levels. UNFINISHED BUSINESS: None NEW BUSINESS: Purchase of a Jacobsen turf mower from Horst Distributing with trade-in value of $10,000.00 for an amount not to exceed $152,950.00. (ACTION) HPBG Superintendent, Scott Anderson, explained the need for a turf mower to replace the sidewalk tractor which was originally proposed. V. vt A Motion: Approve as presented MINUTES Page 3 of 98 Page 2 Motioned By: Rick Miller Seconded By: Robert Warren Yes: Terri Kaminski, Rick Miller, Robert Warren, Jan Miller No: None Abstain: None Motion Passed (Yes 4, No 0, Abstained 0) B. Update on the removal of sprinkler heads at the Senior Center. (DISCUSSION) HPBG Superintendent, Scott Anderson, discussed the recent successful project staff completed in removing the sprinkler heads in house rather than through a contractor which came out to an overall savings of about $9,455.00. This was a discussion only item. C. Acceptance of lmprovements constructed by Wolf Paving for the 2025 Road Program to begin the one year warranty period. (ACTION) Village Engineer, Kevin Driscoll, requested the acceptance of improvements completed by Wolf Paving for lhe 2025 Road Program to begin the one year warranty period. Motion: Approve as presented Motioned By: Rick Miller Seconded By: Robert Warren Yes: Terri Kaminski, Rick Miller, Robert Warren, Jan Miller No: None Abstain: None Motion Passed (Yes 4, No 0, Abstained 0) D. Award of a contract to Visu Sewer to repair storm pipe with cured-in-place pipe liner in Hickory Drive for an amount not to exceed $36,487.50. (ACTION) Village Engineer, Kevin Driscoll, explained the need for a cured-in-place lining in Hickory Dr. due to a hole that was found in the shoulder after the August of 2025 storm event. Motion: Approve as presented Motioned By: Jan Miller Seconded By: Rick Miller Yes: Terri Kaminski, Rick Miller, Robert Warren, Jan Miller No: None Abstain: None Motion Passed (Yes 4, t{o 0, Abstaaned 0) E. Annual Separated Storm Sewer System (MS4) Report. (DISCUSSION) Page 4 of 98 Page 3 Village Engineer, Kevin Driscoll, discussed the required MS4 report that was submitted to the DNR. This was a discussion only item. F. Consideration of a change order with Great Lakes TV & Seal for additional storm sewer cleaning not to exceed $23,686.00. (ACTION) Village Engineer, Kevin Driscoll, requested a change order with Great Lakes TV & Seal for an additional CCTV length of 16,9'18 feet for an increase in the amount of approximately $23,686.00. Motion: Approve as presented Motioned By: Rick Miller Seconded By: Robert Warren Yes: Terri Kaminski, Rick Miller, Robert Warren, Jan Miller No: None Abstain: None Motion Passed (Yes 4, No 0, Abstained 0) G. Authorization of a reduction to the Letter of Credit (LOC) for the Wrenwood North subdivision in the amount of $215,500.00 for a proposed new LOC amount of $181,000.00. (ACTION) Village Engineer, Kevin Driscoll, explained the majority of public improvements have been completed in the Wrenwood North Subdivision and recommends a reduction to the Letter of Credit to a remaining amount of $181,000.00. Motion: Approve as presented Motioned By: Rick Miller Seconded By: Jan Miller Yes: Terri Kaminski, Rick Miller, Robert Warren, Jan Miller No: None Abstain: None Motion Passed (Yes 4, No 0, Abstained 0) H. ARIP award to reconstruct Pioneer Rd from Division Rd / CTH G to Country Aire Dr / CTH M. (DISCUSSION) Village Engineer, Kevin Driscoll, discussed the ARIP project the Village of Germantown in partnership with the Town of Jackson has been selected for reconstruction of Pioneer Rd from Division Rd to Country Aire Dr. This was a discussion only item. VII. DIRECTOR'SREPORT: There was no April Director's Report due to the recent transition of the Director of Public Works position. Page 5 of 98 Page 4 v t. tx. NEXT MEETING DATE: The next Public Works and Highways Committee Meeting will be held on May 13,2026 at 5:30PM. ANNOUNCEMENTS: Welcome to the new Director of Public Works, Tim Zimmerman. Farewell to Trustee Rick Miller as this is his last Public Works and Highways Committee Meeting and happy retirement after many dedicated years to the Village of Germantown. ADJOURNMENT: Chairperson Kaminski adjourned the meeting at 6:37PM. x Page 6 of 98 BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE GERMANTOWN, WI MEETING DATE: May 13 th, 2026 AGENDA ITEM: New Business ITEM TITLE: Well #7 Rehab-Liner Installation and Contract Extension No.1 SUBMITTED BY: Paul Haugen, Water Utility Superintendent SUMMARY EXPLANATION: After Well #7 was fully rehabbed and televising was evaluated, it was determined that due to significant corrosion in the cased region a stainless steel liner will be needed to ensure corrosion of the existing casing does not allow infiltration and protect the integrity of the well. CTW was the contractor awarded the Well #7 rehabilitation work and it is recommended that their contract be extended and modified to include installation of the liner and additional work to install a pump and other ancillary items to extend the life of the well. We reached out with two other firms to price check the cost CTW provided, below are the results: • Municipal Well and Pump 1212 Storbeck Dr. Waupun, WI $202,814.40 • Mid-City Corporation 12930 W Custer Ave, Butler, WI Non-responsive. • CTW 21500 Good Hope Rd, Lannon, WI $136,555.00 See attached for the price breakdown ____________________________________________________________________________ ATTACHMENT: ORDINANCE_____ RESOLUTION_____ OTHER _____ RECOMMENDATION: With approval from the PWHC and full board, Staff recommends acceptance of CTW’s contract change in the amount of $136,555.00A Page 7 of 98 COMMITTEE ACTION: Proper parliamentary procedure to deny a request is to have a motion made in the affirmative and by voting NAY would deny the request if a majority vote. Page 8 of 98 25G018.01 Well No. 7 Rehabilitation and Pump Repla cement August 2025 Village of Germantown CHANGE ORDER 00 63 62 - 1 SECTION 00 63 62 CHANGE ORDER No. 1 Date of Issuance: March 25, 2026 Effective Date: March 25, 2026 Owner: Village of Germantown Owner's Contract No.: 253184 Contractor: CTW Corporation Contractor’s Project No.: Engineer: Foth Infrastructure & Environment Enginee r's Project No.: 25G018.01 Project: Well No 7 Rehab and Pump Replacement Contr act Name: Well 7 Rehab The Contract is modified as follows upon execution of this Change Order: Description: 1. Modification of chemical and mechanical rehabilitation – limited chemical rehabilitation and additional mechanical rehabilitation 2. Removal of original bid items for motor replacement and well pump option 1 3. Incorporation of alternate 1 from the original bid package which involved rehabilitation of existing motor 4. Addition of rebuilding and reinstalling existing pump, repurposing of epoxy lined column pipe, and all items necessary to bring the well back online 5. Time extension to accommodate future liner installation and additional work in 2026 (modified rehabilitation plan, additional mechanical treatment) 6. Costs associated with future liner installation including furnishing of new well pump (type to be determined as liner details are finalized, column pipe assembly (certa-lok PVC or stainless steel to be selected), accessory items, reinstallation of water level indicators, and all services necessary to install and test the pump, disinfect and flush, complete safe samples and return the well to service. Attachments: Modified bid schedule reflecting modifications included in this change order, liner proposal and applicable information compiled to date, and modified well rehab plan as prepared by Water Quality Investigations (WQI) and replaces Appendix A of the original contract documents. All increases to contract price shall include costs for bonding and insurance. The costs represented in this change order reflect the highest anticipated costs for completing this work, both the initial well rehabilitation and the future modifications and testing needed with the liner installation. Once the final column pipe material and pump are selected, the cost may be adjusted but will be less than or equal to the amounts represented in this change order. No additional cost increases for the labor and materials outlined in this change order will be presented or approved. The costs reflected in this change order reflect pricing that will be maintained through project completion. If additional components, equipment, approvals, meetings, etc. are required to complete the work that are not specified in this change order or the original contract, additional costs or time extensions may be proposed and approved. CHANGE IN CONTRACT PRICE CHANGE IN CONTRACT TIMES [note changes in Milestones if applicable] Original Contract Price: Original Contract Times: Substantial Completion: February 27, 2026 $ 114,060.00 Ready for Final Payment: March 27, 2026 days or dates [Increase] [Decrease] from previously approved Change Orders No. 0 to No. 0 : [Increase] [Decrease] from previously approved Change Orders No. 0 to No. 0 : Substantial Completion: NA $ 0.00 Ready for Final Payment: NA days Page 9 of 98 25G018.01 Well No. 7 Rehabilitation and Pump Repla cement August 2025 Village of Germantown CHANGE ORDER 00 63 62 - 2 Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial Completion: February 27, 2026 $ 114,060.00 Ready for Final Payment: March 27, 2026 days or dates [Increase] [Decrease] of this Change Order: [Increase] [Decrease] of this Change Order: Substantial Completion: Rehabilitation Phase: April 17, 2026 Liner Phase: April 21, 2028 $ 136,555.00 Ready for Final Payment: Rehabilitation Phase: May 15, 2026 Liner Phase: June 30, 2028 days or dates Contract Price incorporating this Change Order: Con tract Times with all approved Change Orders: Substantial Completion: Rehabilitation Phase: April 17, 2026 Liner Phase: April 21, 2028 $ 250,615.00 Ready for Final Payment: Rehabilitation Phase: May 15, 2026 Liner Phase: June 30, 2028 days or dates RECOMMENDED: ACCEPTED: ACCEPTED: By: By: By: Engineer (if required) Owner (Authorized Signature) Contractor (Authorized Signature) Title: Project Manager Title : Title : Date: March 25, 2026 Dat e: Dat e: Approved by Funding Agency (if applicable) By: Date: Title: Page 10 of 98 25G018.01 Well No. 7 Rehabilitation and Pump Repla cement August 2025 Village of Germantown CHANGE ORDER 00 63 62 - 3 COST SUMMARY CONSTRUCTION - 2026 WORK EXPENDITURES Base Bid Part A – 1, 2, 3, 4, 5, 15, 16, 17, 18 Base Bid Part B – 1, 4 Change Order Items – 1, 2, 3BR $65,732.00 CONSTRUCTION - 2028 ANTICIPATED COSTS Future well pump including column pipe, accessory items, and all services and materials necessary to install and test the pump and return the well to full function Liner – 12”, including all labor and testing Change Order Items – FP, FL (only one FP cost will apply – highest FP cost incorporated) $184,883.00 CONSTRUCTION COST BREAKDOWN Original Base Bid Total 2026 Total Spend 2028 Anticipated Cost Total Revised Construction Cost Additional Construction Cost Request $114,060.00 $65,732.00 $184,883.00 $250,615.00 $136,555.00 (250,615-114,060) SUPPORTING Foth Original Cost Foth Addendum Cost $4,000 in 2026 and $30,000 in 2028 Foth Total Additional Supporting Costs $37,200.00 $34,000.00 $71,200.00 $34,000.00 Page 11 of 98 Re: Item # Item Description Quantity Units Unit Price Extended Price 1 Labor to Remove Exisiting Pump Set 1.00 LS 4,280.00$ 4,280.00$ 2 Labor to Furnish and Install 120' of 12" SS Liner 1.00 LS 34,860.00 34,860.00 3 Labor to Televise Well Twice 2.00 EA 2,095.00 4,190.00 4 Labor to Install Test Pump, Run Pump Test, WQ Sampling 1.00 LS 38,720.00 38,720.00 5 Labor to Install all new sumbersible equipment and sample (2 1.00 LS 7,450.00 7,450.00 6 84' of 8" Stainless Steel Column pipe with SS CV 84.00 ft 495.10 41,588.40 7 PumpEnd Flowise 9WC 1200GPM @ 240TDH 1.00 EA 4,700.00 4,700.00 8 100Hp SME Submersible Motor 1.00 EA 13,170.00 13,170.00 9 1/0 Flat Jacketed Submersible Cable 110.00 ft 36.40 4,004.00 10 SS Well liner 12" x 120' .375 wall & needed materials 1.00 LS 46,370.00 46,370.00 11 Test Pumping Material Expenses 1.00 LS 290.00 290.00 12 Grout 80.00 Bag 39.90 3,192.00 13 - - 14 - - 15 - - 16 - - 17 - - 18 - - 19 - - 20 - - 21 - - 22 - - 23 - - 24 - - 25 - - 26 - - 27 - - 28 - - 29 - - 30 - - 31 - - 32 - - 33 - - 34 - - 35 - - 36 - - 37 - - 38 - - 39 - - 40 - - 41 - - 42 - - 43 - - 44 - - 45 - - 46 - - 47 - - 48 - - Total Project Proposal 202,814.40$ Dated: April 26, 2026 By: Chase Hoinacki Project Manager Municipal Well & Pump www.municipalwellandpump.com Project Proposal Germantown Well 7 Liner Chase Hoinacki P.O. Box 311, Waupun, WI 53963 – Office: 920-324-3400 – Toll-Free: 800-383-7412 – Fax: 920-324-3431 4/26/2026 - 6:33 PM https://municipalwellandpump.sharepoint.com/sites/Shared/Shared Documents/Proposals/Chase - Proposals/2026/Germantown Well 7 Liner with Pump/Estimate/Germantown Well 7 Liner.xlsx Page 12 of 98 BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE GERMANTOWN, WI MEETING DATE: May 13 th, 2026 AGENDA ITEM: New Business ITEM TITLE: Award of professional services agreement, Foth Infrastructure for Well 7 liner installation and pump replacement SUBMITTED BY: Paul Haugen, Water Utility Superintendent SUMMARY EXPLANATION: See Exhibit A in the Agreement for cost breakdown of services ____________________________________________________________________________ ATTACHMENT: ORDINANCE_____ RESOLUTION_____ OTHER: X RECOMMENDATION: With approval from the PWHC and full board, Staff recommends acceptance of the Foth services agreement in the amount not to exceed $34,000.00 COMMITTEE ACTION: Proper parliamentary procedure to deny a request is to have a motion made in the affirmative and by voting NAY would deny the request if a majority vote. Page 13 of 98 Page 1 of 2 Rev. 03/31/2021 AGREEMENT FOR SERVICES ADDENDUM No. 1 Project Title: Well No. 7 Rehabilitation and Pump Replacement FOTH Project Number: 25G018.01 CLIENT Project Number: (If applicable) 253104 This Addendum (in addition to and subject to the conditions contained in the Agreement for Services dated May 19, 2025), (hereinafter "Addendum"), is made and entered into 25th day of March, 2026 by and between FOTH INFRASTRUCTURE & ENVIRONMENT, LLC, (hereinafter “Consultant”) and VILLAGE OF GERMANTOWN , (hereinafter “Client”), for the services described under the Scope of Services (the “Services”). CLIENT: Village of Germantown Address: N112W17001 Mequon Road, Germantown, WI 530 22 Phone No: 262-250-4700 Email Address: phaugen@germa ntownwi.gov Scope of Services : Client hereby agrees to retain Consultant to perform the following Services: Services beyond the original agreement are included in Exhibit A. Schedule : Services shall be performed according to the following schedule: Services will be completed no later than December 31, 2028. Compensation : In consideration of these Services, the Client agrees to pay Consultant compensation as follows: Lump-Sum in the amount of $ .00 Unit Cost/Time Charges (Standard Rates) with a total amount not-to-exceed $34,000.00 Unit Cost/Time Charges (Standard Rates) for an estimated cost of $ .00 Other as stated here: Special Conditions (if any): Entire Agreement: This Addendum, along with other approved Addendums, together with and subject to the Agreement for Services referenced above, constitutes the entire understanding between the parties with respect to the subject matter hereof. This Addendum may be modified by subsequent written addenda mutually agreeable by both parties. IN WITNESS WHEREOF, this Agreement is accepted on the date last written below, subject to the terms and conditions above stated and the provisions set forth herein. CLIENT FOTH INFRASTRUCTURE & ENVIRONMENT, LLC Signed: Signed: Name (printed): Name (printed): Thomas J. Lud wig Title: Title: Client Director Date: Date: 03/25/2026 Signed: Name (printed): Andy Schultz Title: Senior Project Manager Date: 03/27/2026 Page 14 of 98 Page 2 of 2 Rev. 03/31/2021 Exhibit A Additional Services: 1. Complete summary report of findings, recommendations, timeline 2. Rehabilitation modification meetings and coordination 3. Discussions on and coordination for liner installation, pump modifications, and future coordination 4. Additional site inspections (4 visits, 8 hours each = 32 hours total) o Mobilization, pulling pump o Liner installation o Televising o Pump Testing 5. Pay Application 6. Project resume coordination meeting, kickoff meeting, post-pump pull/pre-installation discussion, televising review discussion, and final project wrap-up 7. Coordination with contractor on project documentation and closeout 8. Submittals o O&M Manuals – receive and review/approve o Pump Product Data, warranty, training, startup/testing 9. Updates to project summary binder 10. Project Management FEE INFORMATION TASK DESCRIPTION HOURS COST 1 Summary report, recommendations, timing 20 $4,000 2, 3, 5, 6, 7, 8, 9, 10 Project Coordination, Check-in Meetings, Liner Coordination, Pump Selection, Pay Applications 118 $23,600 4 Site Inspections 32 $6,400 SCHEDULE OUTLINE DESCRIPTION SCHEDULE Current Rehabilitation Closeout Mar-Jun 2026 Project Resuming Coordination Nov 2027 Well Offline Dec 2027-Apr 2028 Substantial Completion (Well Online) April 2028 Project Closeout/Punchlist Complete May 2028 Page 15 of 98 BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE MEETING DATE: May 13, 2026 PLACEMENT: Presentation ITEM TITLE: April Storm Update (DISCUSSION) SUBMITTED BY: SUMMARY EXPLANATION: ATTACHMENT: STAFF RECOMMENDATION: ACTION BY COMMITTEE: Page 16 of 98 BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE GERMANTOWN, WI MEETING DATE: May 13 th, 2026 AGENDA ITEM: New Business ITEM TITLE: Acceptance of Well #7 rehab SUBMITTED BY: Paul Haugen, Water Utility Superintendent SUMMARY EXPLANATION: Committee needs to memorialize acceptance of the Well 7 rehab project, identifying that it went online and the warranty period commenced as of April 2nd, 2026. ____________________________________________________________________________ ATTACHMENT: ORDINANCE_____ RESOLUTION_____ OTHER _____ RECOMMENDATION: With approval from the PWHC Staff recommends acceptance of Well 7 rehab. COMMITTEE ACTION: Proper parliamentary procedure to deny a request is to have a motion made in the affirmative and by voting NAY would deny the request if a majority vote. Page 17 of 98 BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE GERMANTOWN, WI MEETING DATE: May 13 th, 2026 AGENDA ITEM: New Business ITEM TITLE: Acceptance of Well 7 Generator replacement SUBMITTED BY: Paul Haugen, Water Utility Superintendent SUMMARY EXPLANATION: Committee needs to memorialize acceptance of the Well 7 Generator project, identifying that it went online and the warranty period commenced as of November 17th, 2025. ____________________________________________________________________________ ATTACHMENT: ORDINANCE_____ RESOLUTION_____ OTHER _____ RECOMMENDATION: With approval from the PWHC Staff recommends the acceptance of the Well 7 Generator replacement. COMMITTEE ACTION: Proper parliamentary procedure to deny a request is to have a motion made in the affirmative and by voting NAY would deny the request if a majority vote. Page 18 of 98 BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE GERMANTOWN, WI MEETING DATE: May 13 th, 2026 AGENDA ITEM: New Business ITEM TITLE: Acceptance of Well #12 SUBMITTED BY: Paul Haugen, Water Utility Superintendent SUMMARY EXPLANATION: Committee needs to memorialize acceptance of the Well 12 project, identifying that it went online and the warranty period commenced as of February 11th, 2026. ____________________________________________________________________________ ATTACHMENT: ORDINANCE_____ RESOLUTION_____ OTHER _____ RECOMMENDATION: With approval from the PWHC Staff recommends acceptance of Well #12. COMMITTEE ACTION: Proper parliamentary procedure to deny a request is to have a motion made in the affirmative and by voting NAY would deny the request if a majority vote. Page 19 of 98 BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE GERMANTOWN, WI MEETING DATE: May 13 th, 2026 AGENDA ITEM: New Business ITEM TITLE: Acceptance of Goldendale Booster Station SUBMITTED BY: Paul Haugen, Water Utility Superintendent SUMMARY EXPLANATION: Committee needs to memorialize acceptance of the Goldendale Booster Station project, identifying that it went online and the warranty period commenced as of Oct 30th, 2024. ____________________________________________________________________________ ATTACHMENT: ORDINANCE_____ RESOLUTION_____ OTHER _____ RECOMMENDATION: With approval from the PWHC Staff recommends the acceptance of the Goldendale Booster Station. COMMITTEE ACTION: Proper parliamentary procedure to deny a request is to have a motion made in the affirmative and by voting NAY would deny the request if a majority vote. Page 20 of 98 BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE GERMANTOWN, WI MEETING DATE: May 13 th, 2026 AGENDA ITEM: New Business ITEM TITLE: Acceptance of Tower #3 painting and rehab SUBMITTED BY: Paul Haugen, Water Utility Superintendent SUMMARY EXPLANATION: Committee needs to memorialize acceptance of Tower #3 project N112W13180 Mequon Rd., identifying that it went online and the warranty period commenced as of October 3rd, 2024. ____________________________________________________________________________ ATTACHMENT: ORDINANCE_____ RESOLUTION_____ OTHER _____ RECOMMENDATION: With approval from the PWHC Staff recommends the acceptance of Tower #3 COMMITTEE ACTION: Proper parliamentary procedure to deny a request is to have a motion made in the affirmative and by voting NAY would deny the request if a majority vote. Page 21 of 98 BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE GERMANTOWN, WI MEETING DATE: May 13 th, 2026 AGENDA ITEM: New Business ITEM TITLE: Acceptance of Tower #1 Emergency replacement of water fill pipe SUBMITTED BY: Paul Haugen, Water Utility Superintendent SUMMARY EXPLANATION: Committee needs to memorialize acceptance of the Tower #1 Emergency replacement of water fill pipe rehab project W188N11600 Maple Rd, identifying that it went online and the warranty period commenced as of October 30th, 2025. ____________________________________________________________________________ ATTACHMENT: ORDINANCE_____ RESOLUTION_____ OTHER _____ RECOMMENDATION: With approval from the PWHC Staff recommends acceptance of Tower 1 fill pipe replacement. COMMITTEE ACTION: Proper parliamentary procedure to deny a request is to have a motion made in the affirmative and by voting NAY would deny the request if a majority vote. Page 22 of 98 BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE GERMANTOWN, WI MEETING DATE: May 13 th, 2026 AGENDA ITEM: New Business ITEM TITLE: Acceptance of Tower #4 SUBMITTED BY: Paul Haugen, Water Utility Superintendent SUMMARY EXPLANATION: Committee needs to memorialize acceptance of Tower 4 project W210N13180 Gateway Crossing, identifying that it went online and the warranty period commenced as of December 6th, 2024. ____________________________________________________________________________ ATTACHMENT: ORDINANCE_____ RESOLUTION_____ OTHER _____ RECOMMENDATION: With approval from the PWHC, Staff recommends acceptance of Tower #4 COMMITTEE ACTION: Proper parliamentary procedure to deny a request is to have a motion made in the affirmative and by voting NAY would deny the request if a majority vote. Page 23 of 98 BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE GERMANTOWN, WI MEETING DATE: May 13 th, 2026 AGENDA ITEM: New Business ITEM TITLE: Action on Credit policy SUBMITTED BY: Paul Haugen, Water Utility Superintendent SUMMARY EXPLANATION: Residential unforeseen large sized leaks occur from time to time, creating numerous calls and requests for corrective action by the Utility. For discussion attached is a draft policy. ____________________________________________________________________________ ATTACHMENT: ORDINANCE_____ RESOLUTION_____ OTHER: X RECOMMENDATION: Staff is recommending to follow the PSC DPA 185.35(deferred payment agreement) and offering the credit policy if approved. COMMITTEE ACTION: Proper parliamentary procedure to deny a request is to have a motion made in the affirmative and by voting NAY would deny the request if a majority vote. Page 24 of 98 May 5th, 2026 Germantown, WI 53022 Dear Sir or Madam, Per the recommendation of the Public Service Commission (PSC), we can offer you the following options regarding your recent water bill: • Billing the account as currently issued • Establishing a payment plan DPA, deferred payment agreement (PSC 185.35) • Adjusting the bill to reflect only the cost of water, excluding operating and asset- related costs • Not applicable for Commercial, industrial and institutional users • (The utility reserves the right to issue any of the three options.) Under the adjustment option, your revised bill will be calculated at a one-time reduced rate of $2.73 per 1,000 gallons based on your total usage. The formula to be approved for a reduced bill is based on the average of the last 5 Quarters divided by the spike read which must be over 8x higher. Formula example:19+45+30+20+27=141/5=28.2, 233(spiked read)/28.2=8.26 Before we can issue the adjusted bill, we request that you provide a copy of the receipt for any plumbing repairs. This documentation can be submitted by mail to our office or by email at utilities@germantown.gov . We also require you to contact our Water Utility 262-250-4703 to arrange for the installation of a cellular meter at no cost to you. This device allows you to monitor your water usage and receive text or email alerts for continuous leaks. Please note that because the leaked water entered the sewer system, no adjustment can be made to the sewer portion of your bill. If you have any questions or require further assistance, please feel free to contact our office. Sincerely, Pravina Patel Utility Account Clerk Office- 262-250-4703 Ppatel@germantownwi.gov Page 25 of 98 BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE MEETING DATE: May 13, 2026 PLACEMENT: Action Item ITEM TITLE: Appraisal Payments for Division Road Phase I Road Reconstruction Project (ACTION) SUBMITTED BY: Kevin Driscoll, Village Engineer SUMMARY EXPLANATION: The Division Road project has included a series of public information meetings in 2024, in addition to periodic updates in 2025 and 2026 at various Public Works and Highway Committee meetings. This included authorization for appraisals to complete the design and construction work. This work includes establishing a 33-ft right of way and land easements for grading and drainage. The Village hired Southern Wisconsin Appraisals to complete the work and the appraised fees are summarized. Parcel Description Amount GTNV_281982 Plat reflects 33-ft ROW $0 GTNV_281989 Plat reflects 33-ft ROW with easement $400 GTVN_281998 Plat reflects 33-ft ROW with easement $5,400 GTVN_281999 Plat reflects 33-ft ROW with easement $2,900 GTNV_284989 Plat reflects 33-ft ROW $0 The total for the appraisals is $8,700. Appraisals were transmitted by certified mail and are also on file at Village Hall. The project includes pavement removal with full depth milling, ditch regrading, storm sewer work, catch basin replacement work, asphalt sidewalk work, spot replacements of curb and gutter and driveways incidental to the catch basin and curb work. The schedule is to begin work later this summer with project completion this fall. Staff will be sending notification letters to adjacent property owners. Additional information is available at the link to the Village’s project webpage: https://www.germantownwi.gov/176/Construction-Projects ATTACHMENT: 1. 1 - Appraisal Payments Staff memo - exhibit STAFF RECOMMENDATION: Staff requests the Public Works and Highways Committee recommend to the Village Board, approval of appraisal payments in the amount of $8,700 for the Division Road project against account 40-561000-5316400. ACTION BY COMMITTEE: Page 26 of 98 A motion to support authorize staff and a vote “Aye” is in the affirmative to support the payment of the appraisals. Page 27 of 98 REIGLE TRUSE THOMPSON MARTIN SE-NE NE-NE NE-SE DOMBROCK REIGLE TRUSE DOMBROCK THOMPSON SIGNATURE: PRINT NAME: ROBERT C. BEILFUSS, P .L.S. REGISTRATION NUMBER: S-2072 DATE: SIGNATURE: PRINT NAME: DATE: VILLAGE OF GERMANTOWN X/XX/2020 X/XX/2020 TRANSPORTATION PROJECT PLAT NO: PROJECT 2501 THAT PART OF THE NORTHEAST 1 4 AND SOUTHEAST 1 4 OF SECTION 28, TOW NSHIP 9 NORTH, RANGE 20 EAST OF THE FOURTH PRINCIPLE M ERIDIAN, LOCATED IN THE VILLAGE OF GERM ANTOW N, W ASHINGTON COUNTY, STATE OF W ISCONSIN. SCHEDULE OF LANDS & INTERESTS REQUIRED OWNERS NAMES ARE SHOWN FOR REFERENCE PURPOSES ONLY , AND ARE SUBJECT TO CHANGE PRIOR TO THE TRANSFER OF LAND INTEREST TO THE VILLAGE. Page 28 of 98 BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE MEETING DATE: May 13, 2026 PLACEMENT: Action Item ITEM TITLE: Division Road Relocation Order Resolution (ACTION) (Amended to include Exhibit C: Resolution) SUBMITTED BY: Kevin Driscoll, Village Engineer SUMMARY EXPLANATION: Following the Division Road Public Information meetings in 2024, staff brought a number of updates to the Public Works and Highways Committee in 2025 and 2026. These included updates on plat work and appraisals to establish a more uniform right- of-way corridor consistent with the statutory highway easements. A resolution is required for the relocation order to update the plat. The resolution is attached for the Division Road reconstruction from Mequon Road to County Line Road. The exhibits include the Phase I project from Jefferson Creek to Mequon Road, and the Phase 2 project from Jefferson Creek to County Line Road. Phase 1 construction is scheduled for advertisement to bidders (5/13) and the contract award is anticipated the following month (June). Work is anticipated to begin this summer and be substantially completed in fall 2026. ATTACHMENT: 1. 2- Staff Memo for Division Road Relocation Order Resolution_exhibits (Phase I) 2. 2- Staff Memo for Division Road Relocation Order Resolution_exhibits (Phase II) 3. Ex C - RESOLUTION NO. R-26-xx Division Road Relocation Resolution STAFF RECOMMENDATION: Staff recommends the Public Works and Highways Committee and Village Board approve the Resolution for the Division Road project Relocation Order. ACTION BY COMMITTEE: A motion to support authorize staff and a vote “Aye” is in the affirmative to support the project relocation order. Page 29 of 98 REIGLE TRUSE THOMPSON MARTIN SE-NE NE-NE NE-SE DOMBROCK REIGLE TRUSE DOMBROCK THOMPSON SIGNATURE: PRINT NAME: ROBERT C. BEILFUSS, P .L.S. REGISTRATION NUMBER: S-2072 DATE: SIGNATURE: PRINT NAME: DATE: VILLAGE OF GERMANTOWN X/XX/2020 X/XX/2020 TRANSPORTATION PROJECT PLAT NO: PROJECT 2501 THAT PART OF THE NORTHEAST 1 4 AND SOUTHEAST 1 4 OF SECTION 28, TOW NSHIP 9 NORTH, RANGE 20 EAST OF THE FOURTH PRINCIPLE M ERIDIAN, LOCATED IN THE VILLAGE OF GERM ANTOW N, W ASHINGTON COUNTY, STATE OF W ISCONSIN. SCHEDULE OF LANDS & INTERESTS REQUIRED OWNERS NAMES ARE SHOWN FOR REFERENCE PURPOSES ONLY , AND ARE SUBJECT TO CHANGE PRIOR TO THE TRANSFER OF LAND INTEREST TO THE VILLAGE. Page 30 of 98 Page 31 of 98 Page 32 of 98 RESOLUTION NO. xxxx APPROVING A RELOCATION ORDER – DIVISION ROAD RECONSTRUCTION PROJECT WHEREAS, it is the desire of the Village of Germantown to reconstruct Division Road; and WHEREAS, the construction of this project will require the acquisition of additional right of way, and WHEREAS, a "Transportation Project Right of Way Plat " has been prepared by Point Land Surveying and Mapping; and WHEREAS, Section 32.05 of the Wisconsin State Statutes requires the adoption of a Relocation Order by a municipality prior to the relocation of the right of way; and NOW, THEREFORE, BE IT RESOLVED, that the Village Board of the Village of Germantown hereby adopts the Relocation Order to allow the reconstruction of Division Road. BE IT FURTHER RESOLVED that the Director of Public Works is hereby authorized to sign any future real estate acquisition documents associated with this project. Introduced by: Trustee _________ Adopted: month day, 2026 Vote: Ayes: Nays: Absent: ____________________________________ Robert Soderburg, Village President ATTEST: ______________________________ Donna Ott, Village Clerk Page 33 of 98 BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE GERMANTOWN, WI MEETING DATE: May 13, 2026 AGENDA ITEM: New Business ITEM TITLE: Pleasant View Drive – Resolution for Relocation Order SUBMITTED BY: Kevin Driscoll – Village Engineer SUMMARY EXPLANATION: Following the Rockfield Road and Pleasant View Drive reconstruction projects in 2025, the final phase of this WisDOT ARIP grant funded project is scheduled to be gin in f all 2026 and be completed in spring 2027. The WDNR general permit has been applied for, and the final plans and specifications are anticipated for completion and advertis ement to bidders later in summer 2026. For construction purposes, an updated plat establishes an 80 -ft uniform right of way , consistent with the Ultimate Right of Way for this section of Pleasant View Drive. A resolution is required for the plat work and relocation order. The resolution is attached for this final phase of the Pleasant View Drive reconstruction project for Village Board review and approval. ATTACHMENT: ORDINANCE RESOLUTION X OTHER __X___ Project Exhibits RECOMMENDATION: It is the Engineering Department ’s recommendation to for the Public Works and Highways Committee and Village to approve the resolution for a relocation order to establish a plat with right of way consistent with the Ultimate Right of Way plan. COMMITTEE ACTION: A motion to support authorize staff and a vote “Aye” is in the affirmative to support the contract award. Page 34 of 98 RESOLUTION NO. ______ APPROVING A RELOCATION ORDER PLEASANT VIEW DRIVE RECONSTRUCTION PROJECT WHEREAS, it is the desire of the Village of Germantown to reconstruct Pleasant View Drive from Freistadt Road to Lovers Lane and replace the stream crossing structure; and WHEREAS, the construction of this project will require the acquisition of additional right of way, and WHEREAS, a "Plat of Right of Way Required for the Pleasant View Drive " has been prepared by Point Land Surveying and Mapping; and WHEREAS, Section 32.05 of the Wisconsin State Statutes requires the adoption of a Relocation Order by a municipality prior to the relocation of the right of way; and NOW, THEREFORE, BE IT RESOLVED, that the Village Board of the Village of Germantown hereby adopts the Relocation Order to allow the reconstruction of the Pleasant View Drive from Freistadt Road to Lovers Lane. Introduced by: Adopted: Vote: Ayes: Nays Ayes: Nays: ____________________________________ Bob Soderberg, Village President ATTEST: ______________________________ Donna Ott, Village Clerk Page 35 of 98 MUELLER MMSD BLAU SIGNATURE: PRINT NAME: ROBERT C. BEILFUSS, P .L.S. REGISTRATION NUMBER: S-2072 DATE: SIGNATURE: PRINT NAME: DATE: VILLAGE OF GERMANTOWN X/XX/2026 X/XX/2026 TRANSPORTATION PROJECT PLAT NO: PROJECT 2501 THAT PART OF THE SOUTHEAST 1 4 OF THE SOUTHW EST 1 4 OF SECTION 14, TOW NSHIP 9 NORTH, RANGE 20 EAST OF THE FOURTH PRINCIPLE M ERIDIAN, LOCATED IN THE VILLAGE OF GERM ANTOW N, W ASHINGTON COUNTY, STATE OF W ISCONSIN. SCHEDULE OF LANDS & INTERESTS REQUIRED OWNERS NAMES ARE SHOWN FOR REFERENCE PURPOSES ONLY, AND ARE SUBJECT TO CHANGE PRIOR TO THE TRANSFER OF LAND INTEREST TO THE VILLAGE. Know what's below. before you dig. Call R Page 36 of 98 GERMANTOWN, WISCONSINVILLAGE OF GERMANTOWNSTREET MAPVILLAGE OF GERMANTOWN ENGINEERING DEPARTMENT 2536263427283332312930192021222324131212345678910111415161718 35KNIGHT DR Page 37 of 98 Page 38 of 98 BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE MEETING DATE: May 13, 2026 PLACEMENT: Action Item ITEM TITLE: Award Contract for Road Program - Heritage Hills Reconstruction (ACTION) SUBMITTED BY: Kevin Driscoll, Village Engineer SUMMARY EXPLANATION: The annual road program was approved by the Village Board in December 2025. The Village of Germantown staff completed survey, design, and preparation of specifications to advertise in March and opened bids for the 2026 Annual Road Program, Heritage Hills Project #2605A and the bids are summarized below and bid item details are attached. Contractor (Plan Set Holder) Amount Stark $595,719.50 Payne and Dolan $605,988.00 Wolf $621,991.64 The 2026 Road Program budget is $1,622,400, and this roadwork in Heritage Hills is within the approved budget. This project includes pavement removal with full depth milling, catch basin replacement work and spot replacements of curb and gutter and driveways incidental to the catch basin and curb work. The schedule is to begin work later this spring, with project completion this fall. Staff will be sending notification letters to adjacent property owners. The link to the project webpage will also be updated: https://www.germantownwi.gov/176/Construction-Projects ATTACHMENT: 1. 4 - 2026-04-02_Road Project 2605A Construction Award_exhibit STAFF RECOMMENDATION: Staff requests the Public Works and Highways Committee recommend to the Village Board, approval of a contract for the 2026 Road Program, Heritage Hills Project #2605A to the lowest qualified bidder, Stark, in the amount of $595,719.50), and allow a 10% contingency ($59,572), for a total in the amount of $655,291 against account 40- 561000-5316400. ACTION BY COMMITTEE: A motion to support authorize staff and a vote “Aye” is in the affirmative to support the contract. Page 39 of 98 2026 Road Improvement Project (#10038091) Owner: Germantown, Village of Solicitor: Germantown, Village of 04/01/2026 09:00 AM CDT Stark Pavement Corp. Payne & Dolan, Inc. Wolf Paving Section TitleLine ItemItem CodeItem Description UofM QuantityUnit Price Extension Unit Price Extension Unit Price Extension HERITAGE HILLS SUBDIVISION $595,719.50 $605,988.00 $621,991.64 1 1 SAWCUT ASPHALT & CONCRETE PAVEMENT LF 275 $5.00 $1,375.00 $2.50 $687.50 $4.98 $1,369.50 2 2 ASPHALT MILLING - FULL PAVEMENT REMOVAL (5-8") SY 13250 $3.90 $51,675.00 $3.40 $45,050.00 $1.50 $19,875.00 3 3 BASE AGGREGATE 1-1/4" TON 2925 $16.50 $48,262.50 $19.70 $57,622.50 $18.25 $53,381.25 4 4 GEOGRID TYPE SR SY 3500 $2.80 $9,800.00 $2.05 $7,175.00 $1.75 $6,125.00 5 5 EXCAVATION BELOW SUBGRADE (EBS) CY 1170 $21.00 $24,570.00 $17.15 $20,065.50 $19.50 $22,815.00 6 6 HMA PAVEMENT - DRIVEWAYS, MATCH UP TO 5" HMA 4 LT 58-28S, 12 mmTON 2 $250.00 $500.00 $415.00 $830.00 $222.10 $444.20 7 7 3" BINDER COURSE - HMA 3 LT 58-28S, 19 mm TON 2290 $60.25$137,972.50 $72.65$166,368.50 $77.43$177,314.70 8 8 2" SURFACE COURSE - HMA 4 LT 58-28S, 12 mm TON 1490 $66.00 $98,340.00 $75.00$111,750.00 $87.43$130,270.70 9 9 ASPHALT TACK COAT GAL 675 $3.00 $2,025.00 $2.30 $1,552.50 $3.56 $2,403.00 1111 CONCRETE DRIVEWAY - 7" DEPTH SF 140 $51.90 $7,266.00 $15.15 $2,121.00 $15.00 $2,100.00 1212 REMOVE AND REPLACE CONCRETE CURB AND GUTTER LF 820 $76.90 $63,058.00 $62.00 $50,840.00 $62.00 $50,840.00 1414 CATCH BASIN - REPLACE ADJUSTMENT RINGS VF 39.5 $1,250.00 $49,375.00 $925.00 $36,537.50 $1,250.00 $49,375.00 1515 CATCH BASIN - TUCKPOINT RINGS VF 20 $500.00 $10,000.00 $165.00 $3,300.00 $500.00 $10,000.00 1616 CATCH BASIN - REPLACEMENT EA 15 $3,200.00 $48,000.00 $3,830.00 $57,450.00 $3,200.00 $48,000.00 1717 STORMWATER MANHOLE - REPLACE ADJUSTMENT RINGS VF 8 $1,250.00 $10,000.00 $1,900.00 $15,200.00 $1,250.00 $10,000.00 1818 TRAFFIC CONTROL LS 1 $18,280.00$18,280.00 $13,888.00$13,888.00$14,950.00$14,950.00 1919 STRIPING - WHITE 6-inch, SOLID LF 54 $44.00 $2,376.00 $15.00 $810.00 $44.00 $2,376.00 2020 STRIPING - WHITE 8-inch, SOLID LF 28 $60.00 $1,680.00 $15.00 $420.00 $60.00 $1,680.00 2121 SURFACE RESTORATION, TOPSOIL, SEED, EROSION MAT, AND WATERINGSY 210 $7.45 $1,564.50 $10.00 $2,100.00 $20.20 $4,242.00 2222 EROSION CONTROL LS 1 $1,500.00 $1,500.00 $2,000.00 $2,000.00 $6,330.29 $6,330.29 2323 REMOVE AND REPLACE VALVE BOX EA 2 $1,550.00 $3,100.00 $2,610.00 $5,220.00 $1,550.00 $3,100.00 2424 MAILBOX ALLOWANCE LS 1 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 Base Bid Total: $595,719.50 $605,988.00 $621,991.64 Page 40 of 98 BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE MEETING DATE: May 13, 2026 PLACEMENT: Action Item ITEM TITLE: Award Road Program Contract - Esquire Estates Reconstruction (ACTION) SUBMITTED BY: Kevin Driscoll, Village Engineer SUMMARY EXPLANATION: The annual road program was approved by the Village Board in December 2025. The Village of Germantown staff completed survey, design, and preparation of plans and specifications to advertise in March and opened bids for the 2026 Annual Road Program, Esquire Estates Project #2605B and the bids are summarized below and bid item details are attached. Contractor Amount Payne and Dolan $1,105,237 Stark $1,130,941 Wolf $1,157,616 The 2026 Road Program budget is $1,622,400, and this roadwork in Esquire Estates subdivision is within the approved budget. This project includes pavement removal with full depth milling, catch basin replacement work and spot replacements of curb and gutter and driveways incidental to the catch basin and curb work. This project also included Water Utility gate valve work and Parks reconstruction of an asphalt path. Water Utility cost portions totals $47,668 and the Kinderburg Park path work totals $43,652. The schedule is to begin work later this construction season, with project completion this fall. Staff will be sending notification letters to adjacent property owners. The link to the project webpage will also be updated: https://www.germantownwi.gov/176/Construction-Projects ATTACHMENT: 1. 5 - 2026-05-06_Road Project 2605B Construction Award_exhibit 2. 5 - 2026-05-06_Road Project 2605B Construction Award_exhibit2 STAFF RECOMMENDATION: Staff requests the Public Works and Highways Committee recommend to the Village Board, approval of a contract for the 2026 Road Program, Esquire Estates Project #2605B to the lowest qualified bidder, Stark and allow a 10% contingency in the amount of $110,523, for a total of $1,215,761, respectively against accounts 40-561000- 5316400 (Roads); Water:50-642000-551673; Parks: 40-56400-592100. ACTION BY COMMITTEE: A motion to support authorize staff and a vote “Aye” is in the affirmative to support the contract. Page 41 of 98 2026 Road Improvement Project 2605B (#10164206) Owner: Germantown, Village of Solicitor: Germantown, Village of 05/07/2026 09:00 AM CDT Payne & Dolan, Inc. Stark Pavement Corp. Wolf Paving Section Title Item CodeItem Description UofMQuantityUnit Price Extension Unit Price Extension Unit Price Extension ESQUIRE ESTATES SUBDIVISION $1,105,237.00 $1,130,940.50 $1,157,615.50 1 SAWCUT ASPHALT & CONCRETE PAVEMENT LF 290 $2.50 $725.00 $5.00 $1,450.00 $4.84 $1,403.60 2 ASPHALT PAVEMENT REMOVAL SY 26170 $3.65 $95,520.50 $4.95 $129,541.50 $5.99 $156,758.30 3 BASE AGGREGATE 1-1/4" TON 5520 $20.60 $113,712.00 $22.65 $125,028.00 $21.00 $115,920.00 4 GEOGRID TYPE SR SY 5790 $2.10 $12,159.00 $3.20 $18,528.00 $1.26 $7,295.40 5 EXCAVATION BELOW SUBGRADE (EBS) CY 2080 $16.35 $34,008.00 $23.00 $47,840.00 $24.00 $49,920.00 6 ROADWAY HOT MIX ASPHALTIC PAVEMENT - 3-INCH BINDER COURSE (3 LT 58-28 S, 19 mm)TON 4375 $71.90 $314,562.50 $68.70 $300,562.50 $68.18 $298,287.50 7 ROADWAY HOT MIX ASPHALTIC PAVEMENT - 2-INCH SURFACE COURSE (4 LT 58-28 S, 12 mm)TON 2840 $78.00 $221,520.00 $71.15 $202,066.00 $77.81 $220,980.40 8 PARK PATHWAY HOT MIX ASPHALTIC PAVEMENT - 3-INCH SURFACE COURSE (4 LT 58-28 S, 12 mm)TON 145 $94.50 $13,702.50 $140.50 $20,372.50 $114.47 $16,598.15 9 ASPHALT TACK COAT GAL 1275 $2.35 $2,996.25 $3.00 $3,825.00 $3.50 $4,462.50 10 REMOVE AND REPLACE CONCRETE DRIVEWAY, 7-INCH DEPTH SF 445 $14.50 $6,452.50 $48.00 $21,360.00 $14.42 $6,416.90 11 REMOVE AND REPLACE CONCRETE CURB AND GUTTER LF 1681 $76.50 $128,596.50 $72.00 $121,032.00 $73.50 $123,553.50 12 18" RCP STORM SEWER LF 76 $142.00 $10,792.00 $125.00 $9,500.00 $125.00 $9,500.00 12A 18" RCP STORM SEWER WITH CLASS A BEDDING LF 76 $180.50 $13,718.00 $145.00 $11,020.00 $145.00 $11,020.00 13 CATCH BASIN - REPLACE ADJUSTMENT RINGS VF 9 $1,100.00 $9,900.00 $2,250.00 $20,250.00 $2,250.00 $20,250.00 14 CATCH BASIN - TUCKPOINT EA 4 $700.00 $2,800.00 $550.00 $2,200.00 $550.00 $2,200.00 15 CATCH BASIN - REPLACEMENT EA 4 $3,840.00 $15,360.00 $3,350.00 $13,400.00 $3,350.00 $13,400.00 16 STORMWATER MANHOLE - REPLACE ADJUSTMENT RINGS VF 0 $2,700.00 $0.00 $1,500.00 $0.00 $1,800.00 $0.00 17 TRAFFIC CONTROL LS 1 $20,179.25 $20,179.25 $16,000.00 $16,000.00$34,800.00 $34,800.00 18 STRIPING - WHITE 6-INCH, SOLID LF 50 $13.00 $650.00 $13.00 $650.00 $13.00 $650.00 19 STRIPING - WHITE 8-INCH, SOLID LF 25 $7.00 $175.00 $7.00 $175.00 $7.00 $175.00 20 STRIPING - YELLOW 4-INCH, DOUBLE LF 200 $11.50 $2,300.00 $11.50 $2,300.00 $11.50 $2,300.00 21 STRIPING - SYMBOLS EA 3 $335.00 $1,005.00 $335.00 $1,005.00 $335.00 $1,005.00 22 SURFACE RESTORATION, TOPSOIL, SEED, EROSION MAT, AND WATERING SY 1015 $9.00 $9,135.00 $9.00 $9,135.00 $7.95 $8,069.25 23 EROSION CONTROL LS 1 $3,600.00 $3,600.00 $3,150.00 $3,150.00 $2,100.00 $2,100.00 24 REMOVE AND REPLACE VALVE BOX EA 10 $2,610.00 $26,100.00 $1,350.00 $13,500.00 $1,350.00 $13,500.00 25 REMOVE AND REPLACE VALVE AND VALVE BOX EA 2 $10,784.00 $21,568.00 $6,525.00 $13,050.00 $6,525.00 $13,050.00 26 ALLOWANCE, LOOP DETECTORS EA 2 $10,000.00 $20,000.00 $10,000.00 $20,000.00$10,000.00 $20,000.00 27 ALLOWANCE, MAILBOXES EA 16 $250.00 $4,000.00 $250.00 $4,000.00 $250.00 $4,000.00 Base Bid Total: $1,105,237.00 $1,130,940.50 $1,157,615.50 Page 42 of 98 Page 43 of 98 BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE MEETING DATE: May 13, 2026 PLACEMENT: Action Item ITEM TITLE: Award Conract for Engineering Services - Site Plan Reviews (ACTION) SUBMITTED BY: Kevin Driscoll, Village Engineer SUMMARY EXPLANATION: Village staff requested Consultant Reviews of Site Plan Applications. Harwood Engineering previously provided this full service to the Village of Germantown from 2019-2023. Upon Village Engineer position in October 2023 being filled, Harwood continued at a limited capacity reviewing the lengthy Storm Water Management Plans for the various site development project. Year Hours Fees 2019 98 $10,417.50 2020 148 $16,600.00 2021 144 $15,900.00 2022 69 $8,280.00 2023 102 $12,585.00 $12,756.50 Average 2019- 2023 2024 38.5 $5,151.50 2025 34.5 $4,657.50 2026 7 $945.00 ATTACHMENT: 1. 6 - Harwood Site Plans Reviews_exhibit STAFF RECOMMENDATION: Staff requests the Public Works and Highways Committee recommend to the Village Board, approval of a consultant contract to review Site Plans and provide comments to Hardwood Engineer, on a time and materials basis not to exceed $15,000 without authorization, against account 40-561000-541000. ACTION BY COMMITTEE: A motion to support authorize staff and a vote “Aye” is in the affirmative to support the contract. Page 44 of 98 2 55 North 21 st Street Milwaukee, WI 53233 (414) 475 - 5554 hecl.com civil | landscape architecture | structural | mechanical | electrical | plumbing/fire protection | lighting design | telecommunications | security Page 45 of 98 City of Germantown WI Page 2 of 5 Statement of Qualifications April 20 , 2026 April 20 , 2026 Kevin Driscoll , P.E. Village Engineer Village of Germantown N112 W17001 Mequon Road Germantown, WI 53022 - 0337 RE: Statement of Qualifications On - Call Engineering Services Hello Kevin: Please consider the attached response an indication of Harwood Engineering’s interest in continuing to collaborat e with the Village of Germantown for the on - call design/review services as needed. We are providing our experience and background for your reference and use. Harwood Engineering Consultants has provided Municipal consulting engineering related to specific projects for dozens of communities throughout Wisconsin over the years. In addition to municipal consulting, Harwood has been the Engineer on - call for a numb er government agencies as well as private facilities - s pecifically Milwaukee County, City of Mequon, City of Franklin, Walworth County, GE Healthcare, Aurora Psychiatric Campus, Nicolet College, Waukesha County Technical College, Lakeshore Technical Colle ge, and Southwest Technical College. • Harwood will complete development reviews for proposed developments within the Village to ensure the development will meet or exceed the Municipal standards set forth in the Village of Germantown design standards as well as the Zoning Code. • We assume will be similar to the current process. Administrative coordinator for Community Development will send out proposed projects via email. Harwood will review the civil / site plans and stormwater management plan and prepare a review memo. The memo will be provided to the Community Development Department • We compile comments from the DPW Superintendents into the review m emo under categories including but not limited to: Sanitary/Water/Roads/Storm/Lighting . Page 46 of 98 City of Germantown WI Page 3 of 5 Statement of Qualifications April 20 , 2026 • Harwood also has the ability to answer questions pertaining to Village requirements for project applicants and attend pre - submittal meeting s if requested by the Village. • In addition to site development reviews. Harwood has the full capability to assist with all aspects typically handled by the Village engineer , including: • General code conformance • Design and plan compliance • Stormwater management review • MMSD submittals and coordination • Addressing resident concerns • Plan Commission meeting attendance • Utility design and review • WDNR permit coordination Traditionally , the fees associated with the consulting services requested are contracted on a T&M ( Time & Materials ) basis , with a not - to - exceed limit established prior to approval. We propose the following hourly rates for the individuals associated with the reviews . We have established review contracts for municipalities and private clients in many different formats; we will work with whatever format and method works best for you. Most municipalities and government bodies bill these consulting services directly to the applicant as part of the municipal review process. Proposed Hourly Rates Principal / Vice President ................................ ............ $1 95 Project Engineer II ................................ ............................. $1 5 5 Project Engineer I ................................ ............................... $ 135 Administrative ................................ ................................ .... $ 105 Reimbursable Expenses Reimbursable Expenses are in addition to Compensation for Basic and Additional Services and include actual expenditures made by HECL, its employees, and / or Professional Consultants in the interest of the Project and subject to prior written consent of th e Client. Reimbursable Expenses shall be paid by consultant who is to be reimbursed by Client at cost x 1.0 and shall include the following: a. Travel expenses including mileage, etc. Page 47 of 98 City of Germantown WI Page 4 of 5 Statement of Qualifications April 20 , 2026 Schedule We would anticipate completing the required reviews in a timely cycle that allows the municipality to review the comments in advance of the monthly reports getting issued to the members. We can work with whatever review schedule the Village requires. Terms and Conditions This proposal is based on the terms and conditions of the Standard Form Statement between Architect and Owner, C401 Latest Edition. If this proposal meets with your approval, HECL requests a signed proposal and / or a contract to proceed on this project. Authorization to begin may be indicated by signing this proposal in the space provided below or attach and reference this letter to the AIA Standard Form Contract. Unless a written confirmation is received, verbal authorization to proceed shall be deemed to be acceptance of this proposal. This proposal remains in effect for a period of not more than (6) six months from the date of this letter. Invoices shall be sent monthly with payment due within (60) days of receipt. Conclusion Kevin , we welcome the opportunity to continue to demonstrate our talent and commitment to the Village of Germantown as well as those that you serve. . We have the ability to work with you and complete this task in a timely and efficient method in order to meet the ultimate goal of getting projects reviewed and developed in the Village. If you have questions or require additional information, please do not hesitate to give me a call. Thank you for your time and consideration! Sincerely, Harwood Engineering Consultants, Ltd. Brad M. Seubert, PE Vice President | Director of Civil Engineering For: Village of Germantown Signature Title Date Page 48 of 98 Experience Years at Current Firm: 15.5 Years at Other Firms: 04 Professional Registrations Registered Professional Engineer, 44238-6, Wisconsin, Granted 2015 Also registered in Arizona, Georgia, Illinois, Indiana, Iowa, Ohio, and Texas Education Bachelor of Science, Civil Engineering Michigan State Technological University, Houghton, MI, 2006 Brad Seubert is a seasoned civil design engineer with experience in residential, commercial, and municipal projects. As Civil Director, he manages projects from inception to completion, focusing on client relationships. He specializes in site design, including road and parking layouts, grading plans, utility and stormwater management, and eco-friendly Best Management Practices (BMP). City of Mequon Development Review City of Franklin Development Review City of Brookfield Development Review Waupaca Department of Public Works Building – Waupaca, WI Rotary Park - Mequon, WI Town of Grand Chute New Highway Garage - Grand Chute, WI Waupaca Watermain Extension - Waupaca, WI Waukesha County, New Campus Grounds and Service Center - Waukesha, WI Woodman’s Sports & Convention Center – Janesville, WI Tyler joined Harwood Engineering in 2022 as an intern and later returned as a Project Engineer on the Civil team after earning his Bachelor of Science in Civil Engineering from UW–Platteville. He supports a variety of recreational, government, educational, and industrial site development projects and brings valuable field experience in construction inspection, surveying, and construction staking. Moraine Park Technical College – West Bend, WI Woodman’s Sports & Convention Center – Janesville, WI Catholic Memorial High School Sullivan Campus – Waukesha, WI Northridge Way Water and Sewer Extension – Woodruff, WI Green County Family YMCA Addition – Monroe, WI Pritchard Park Mall – Racine, WI Page County Law Enforcement Center – Clarinda, Iowa Wacker Neuson – Menomonee Falls, WI Waupaca Department of Public Works Building – Waupaca, WI GEA – Janesville, WI BRADLEY M. SEUBERT, PE Vice President | Director of Civil Engineering Civil Project Manager TYLER RIEMENSCHNEIDER Civil Engineer Civil Engineer Experience Years at Current Firm: 3.5 Years at Other Firms: 1.0 Professional Registration Engineering in Training, 2023 Working towards becoming a professional engineer once eligible in 2026 Education Bachelor of Science, Civil Engineering, University of Wisconsin- Platteville, Platteville, WI, 2022 Page 49 of 98 BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE MEETING DATE: May 13, 2026 PLACEMENT: Action Item ITEM TITLE: Maple Road Bridge Repair (ACTION) SUBMITTED BY: Kevin Driscoll, Village Engineer SUMMARY EXPLANATION: An inspection was completed by Washington County and afterwards Village staff was notified of the necessary repair work. This work was budgeted and approved, and a consultant (MSA) delivered a conceptual design report that identified two feasible options. Once a design approach is finalized to the deficient western, exterior channel beam, staff anticipates bidding out to repair work. The steel beam and concrete surface repair alternatives are summarized as Options A & B. Option A: The concrete surface repair and fiber wrap system offers improved strength with less traffic control required during construction. Option B: Supplementing the precast concrete channel beam with a new steel beam addresses the deficient strength of the structure, but would also require traffic control . Option C: Replacement with a new precast concrete channel beam is not a feasible repair option because of the post-tensioned tie rods connecting the channel beams. The Village may select a preferred option based on budget, desired durability, and long- term maintenance considerations. Alternative A: Estimated Cost amount $65,000 - $80,000 Repair the Deficient West Outer Channel Beam with Concrete Surface Repairs, Galvanic Anodes and Fiber Wrap. Estimated cost range includes Embedded Galvanic Anodes, Concrete Surface Repair, and Fiber Wrap Reinforcing Non-Structural, some minor traffic control, and the cost of Mobilization. In addition, the cost of surface repairs to the other channels is included in the estimate. Construction Engineering & Contingency is not included in these costs. Alternative B: Estimated Cost amount $85,000 - $120,000 Partial Replacement of the West Outer Channel Beam Exterior Web (Outer Leg) with a Steel Beam Estimated cost range includes jacking existing channel beam, sawcutting, removal of the deficient exterior web (outer leg) of the western channel beam, placing a new steel beam, traffic control, and the cost of Mobilization. In addition, the cost of surface repairs to the other channels is included in the estimate. Construction Engineering & Contingency is not included in these costs. ATTACHMENT: 1. 7 - Maple Road Bridge Repair - exhibit A - Budget Page 50 of 98 STAFF RECOMMENDATION: Staff requests the Public Works and Highways Committee direct staff to pursue an alternate for plan development by MSA, an proceed with repair process, and plan for programming a future bridge replacement of Structure V-66-041. ACTION BY COMMITTEE: A motion to support "Option A" authorizing staff to proceed with the repair and a vote “Aye” is in the affirmative to support the repair to proceed. Page 51 of 98 EngineeringRoads Program - Local Mill/Overlay and Pulv/Reconst 1,622,400$ 1,687,296$ 1,754,788$ 1,824,979$ 1,879,728$ 8,769,191$ Roads Program - Sealcoating 250,000$ 375,000$ 375,000$ 400,000$ 400,000$ 1,800,000$ Roads - WisDOT (SISP) County Line & Lannon Signals Upgrade 85,000$ 85,000$ Roads - WisDOT - (SMFA) Mequon Rd - I41 to STH 145 - Resurface 275,000$ 275,000$ Roads - WisDOT STH 145 - FDL / Main St Intersection Improvement - Easement/Land Acquisition/Design 25,000$ 25,000$ 50,000$ Roads - WisDOT STH 145 - FDL / Main St Intersection Improvement - Construction 200,000$ 200,000$ Roads - Division Road Reconstruction (South Leg - Phase 2) 250,000$ 250,000$ Bridge - Maple Road Bridge Repair - Design and Construction 275,000$ 275,000$ Sidewalk Program (condition based replacements and/or improvements) 25,000$ 25,000$ 50,000$ Sidewalk Project - Design and Construction Church Street to Fond du Lac Ave 50,000$ 50,000$ Sidewalk Project - Fond du Lac Ave/ STH 145 Firemen's Park to Pilgrim 50,000$ 50,000$ Sidewalk Project - Design and Construction - Pilgrim Rd / FDL Int. Curb Ramp Improvements 50,000$ 50,000$ Stormwater - System Inventory, Condition Assessment (CCTV), and GIS updates 75,000$ 75,000$ Stormwater - Future relay projects TBD TBD TBD TBD -$ Stormwater - Utility Feasibility Analysis 75,000$ 75,000$ Stormwater - Village Pond Maintenance 25,000$ 25,000$ 50,000$ Stormwater - Village Pond Dredging Study 25,000$ 25,000$ Stormwater - Jefferson Ponds Dredging 750,000$ 750,000$ Stormwater - Dredging - Other ponds 300,000$ 300,000$ Stormwater - Drainage Improvements - Starlite/East of Pilgrim - Design 10,000$ 10,000$ Stormwater - Drainage Improvements - Starlite/East of Pilgrim - Construction 100,000$ 100,000$ Stormwater - Drainage Improvements - Glenwood Heights - Design 10,000$ 10,000$ Stormwater - Drainage Improvements - Glenwood Heights - Construction 100,000$ 100,000$ Stormwater - Drainage Improvements - Willow Creek Heights - Design 10,000$ 10,000$ Stormwater - Drainage Improvements - Willow Creek Heights - Construction 100,000$ 100,000$ Stormwater - Drainage Improvements - Jefferson Ditch by Pilgrim/Donges - Design 10,000$ 10,000$ Stormwater - Drainage Improvements - Jefferson Ditch by Pilgrim/Donges - Construction 100,000$ 100,000$ Stormwater - Drainage Improvements - Catskill to Sylvan - Design 10,000$ 10,000$ Stormwater - Drainage Improvements - Maple Rd - Reditching 10,000$ 10,000$ Stormwater - Drainage Improvements - Taylor Trail - Reditching 10,000$ 10,000$ Stormwater - Drainage Improvements - Oriole Ct. - Add catch basin / storm sewer 15,000$ 15,000$ GIS - System Conversion (New UI and Document Stroage system) 30,000$ 30,000$ GIS - Survey Data Collection (Roads, Traffic Control, Street Lighting, Curbstops) 20,000$ 20,000$ Equipment - DPW-Engineering (New GPS)20,000$ 20,000$ 2,687,400$ 2,682,296$ 3,274,788$ 2,374,979$ 2,714,728$ 13,734,191$ Page 52 of 98 BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE MEETING DATE: May 13, 2026 PLACEMENT: Action Item ITEM TITLE: Acceptance of Improvements - Water Main Extension for Green Bay Packaging at Holy Hill Road (ACTION) SUBMITTED BY: Kevin Driscoll, Village Engineer SUMMARY EXPLANATION: The Public Works and Highway Committee and Village Board entered into a Development Agreement with Green Bay Packaging to construct and extend water main based on the intergovernmental agreements between the Village of Germantown and the Village of Richfield. The Green Bay Packaging site development established an easement for future utility work from Rockfield Road to Holy Hill Road, and as part of their site development project water main was also constructed to a point 70-ft south of Holy Hill Road for a connection with the High Point Pass road project. This work was completed in 2025 where a pre-construction meeting was held with Village staff and the Contractor; the work was inspected; the punchlist is complete; and contributed capital records had a number of revisions and were recently finalized so they can be used by the Finance Department for the Water Utiltiy Continuing Property Records and Public Service Commission Annual Report. The inspection found this water main project in Holy Hill Road at the intersection with High Point Pass to be acceptably built per the site plans and specifications. The amount of work contributed by Briohn Builders for water system improvements totals $153,783.92. ATTACHMENT: 1. 8 - 2026-05-13_Acceptance of Improvements - GBP WM - exhibits STAFF RECOMMENDATION: Staff requests the Public Works and Highways Committee recommend to the Village Board approval to accept the improvements of the water main per the Development Agreement, as contributed capital constructed by Briohn Building Company and Wilkommen Contractors, and to pay a reimbursement to Briohn Builders $153,783.92 for water system improvements against account 45-408460-542800 Water Mains & Improvements ACTION BY COMMITTEE: A motion to support authorize staff and a vote “Aye” is in the affirmative to accept the improvements and payment. Page 53 of 98 April 20, 2026 Mr. Kevin R. Driscoll Village of Germantown N112 W17001 Mequon Rd. Germantown, WI 53022 RE: Green Bay Packaging – 16-inch extension south of Centerline and Water Piping Upsizing REV 4 Dear Kevin, The following cost summary below pertains to the installation of 87 linear feet of additional 16-inch water pipe south of the Holy Hill Road intersection, as well as the upsizing of 198 linear feet of 10-inch water piping to 16-inch water piping, to accommodate the Village of Germantown’s anticipated water infrastructure needs. This scope of work was carried out in coordination with the Green Bay Packaging project at N128W21600 Holy Hill Road, Germantown, Wisconsin. The 87 lineal feet of additional 16-inch water piping south of Holy Hill Rd includes the following scope of work: a. Civil Engineering and drawings b. Survey and staking c. Bore additional 16” water piping under Holy Hill Rd. d. Excavate for water main piping and associated connections and valves. e. Furnish and install WM 16” MJ Cross Connection. f. Furnish and install 16” C900 PVC water main with slurry backfill. g. Furnish and install 16” MJ Butterfly valve. h. Furnish and install all temporary and final asphalt patching associated with the water pipe extension across Holy Hill Rd. Upsizing 198 lineal foot water piping from 10-inch to 16-inch water piping north of Holy Hill Rd intersection includes the following scope of work: a. Furnish and install 16” C900 PVC water main with slurry backfill in lieu of 10” C900 PVC water main. b. Furnish and install 16” MJ Butterfly valve in lieu of 10’ MJ Butterfly valve. c. Furnish and install additional temporary and permanent asphalt patching on the upsized pipe section. Page 54 of 98 COST SUMMARY We propose to provide the above-mentioned additional work performed on site for the sum of ONE HUNDRED FIFTY-THREE THOUSAND SEVEN HUNDRED EIGHTY-THREE DOLLARS AND 92/100 ($153,783.92). We thank you for the opportunity to present this proposal. Sincerely, Brad Wondra Project Manager BRIOHN BUILDING CORPORATION Page 55 of 98 87 LINEAL FEET OF ADDITIONAL 16-INCH WATER PIPING SOUTH OF HOLY HILL ROAD COST SUMMARY: UPSIZING 198 LINEAL FOOT WATER PIPING FROM 10-INCH TO 16-INCH WATER PIPING NORTH OF HOLY HILL ROAD COST SUMMARY: Page 56 of 98 Accepted By: Kevin R. Driscoll Signature: ________________________________________ _________ Name: ____________________________________________ _____ Date: ___________________________________________ ______ Page 57 of 98 Contributed Capital Form - Development Name & Address:___Green Bay Packaging______ PSC 343 (Mains) WATER SANITARY SEWER Item Unit Quantity Cost 8” Main LF 323 $27,500 6” Lateral LF 0 $0 4’ Manhole EA 0 $0 PSC 345 (Services) Item Unit Quantity Cost 1.25” PE Service EA 0 $0 1.5” PE Service EA 0 $0 2” PE Service EA 0 $0 1.25” Copper Service EA 0 $0 1.5” Copper Service EA 0 $0 2” Copper Service EA 0 $0 4” PVC Service EA 0 $0 6” PVC Service EA 0 $0 8” PVC Service EA 0 $0 4” DI Service EA 0 $0 6” DI Service EA 0 $0 8” DI Service EA 0 $0 Curb Stop EA 0 $0 PSC 348 (Hydrants) Item Unit Quantity Cost Hydrant Assembly EA 1 $7,850 6” Hydrant Valve EA 1 $2,110 Agent Signature Date Agent Name (print) STORMWATER Item Unit Quantity Cost Catch Basin/Inlet EA 0 $0 3’ Manhole EA 0 $0 4’ Manhole EA 0 $0 5’ Manhole EA 0 $0 6” PVC Sump Line LF 0 $0 8” PVC Sump Line LF 0 $0 Sump Pump Collector Cleanout EA 0 $0 12” RCP Main LF 0 $0 15” RCP Main LF 118 $11,800 20” RCP Main LF 0 $0 24” RCP Main LF 94 $17,860 27” RCP Main LF 93 $18,600 36” RCP Main LF 0 $0 ROADS Item Unit Quantity Cost Street Excavation CY 1475 $37,250 Road Gravel Tons 1463 $7,475 Topsoil/Fine Grade SY 945 $8,505 Asphalt – Surface Tons 256 $19,500 Asphalt – Binder Tons 329 $26,320 Shouldering LS 0 $0 Street Signs EA 3 $375 Curb and Gutter LF 1166 $34,980 Guard Rail LF 341 $35,125 Department of Public Works Matt Mortwedt, Director Kevin Driscoll, Village Engineer N112 W17001 Mequon Rd, PO Box 337 engineering@germantownwi.gov 262 -250 -4721 Item Unit Quantity Cost 6” PVC Main LF 36 $2,250 8” HDPE Main LF 0 $0 10” PVC Main LF 223 $44,600 12” HDPE Main LF 0 $0 16” PVC Main LF 285 $102,748 16” HDPE Main LF 0 $0 8” Gate Valve EA 0 $0 12” Gate Valve EA 0 $0 16” Gate Valve EA 2 $15,692 Brad Wondra - Project Manager 3-18-2026 Page 58 of 98 K:\Projects\230010 - Germantown - Confidential Light Manufacturing User\BW\2026-03-18_Contributed Capital Tracking - bw REV 03.doc LIGHTING Item Unit Quantity Cost Poles EA 4 $7,869 Luminaires EA 4 $10,796 Bases EA 4 $1,700 Conduit – 2” LF 575 $6,885 Pull Boxes EA 9 $5,670 Page 59 of 98 BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE MEETING DATE: May 13, 2026 PLACEMENT: Action Item ITEM TITLE: Award Contract for Pioneer Road Survey (ACTION) SUBMITTED BY: Kevin Driscoll, Village Engineer SUMMARY EXPLANATION: The Village of Germantown in partnership with the Town of Jackson was selected for an Agricultural Road Improvement (ARIP) grant by the Wisconsin Department of Transportation (WisDOT) to reconstruct Pioneer Road from Division Road (CTH G) to Country Aire Drive (CTH M). The project length is approximately 2 miles, and Jackson has jurisdiction over one mile and the Village has jurisdiction over one mile. The state municipal financial agreement (SFMA) is attached, where 90% of the costs are covered by WisDOT and 10% of costs are the municipal obligation. Based on the Village of Germantown and the Town of Jackson each having one mile of jurisdiction over the two mile Pioneer Road segments, the costs will be distributed 50/50. The Village requested services to survey the road and Point Land Surveying provided pricing in the amount of $10,500. The municipal obligation is $1,050, where the Village of Germantown responsibility is to $525. The link to the Village of Germantown projects webpage and the Road Program website will also be updated: https://www.germantownwi.gov/176/Construction-Projects ATTACHMENT: 1. 9 - Award Contract to PLS for Pioneer Road Survey - exhibits STAFF RECOMMENDATION: Staff requests the Public Works and Highways Committee approve a contract for survey services by PLS in the amount of $10,500, where the Village will receive reimbursement from the Town of Jackson through the SMFA, with a total obligation from the Village in the amount of $525 against account 40-561000-5316400. ACTION BY COMMITTEE: A motion to support authorize staff and a vote “Aye” is in the affirmative to support the contract Page 60 of 98 Point Land Surveying & Mapping “State of the Art Technology, Old Fashioned Quality” Professional Land Surveying and Mapping Services W174 N9467 Joper Road, Menomonee Falls, Wisconsin, 53051 262-250-8003 office pointlandsurveying@gmail.com email April 13, 2026 Village of Germantown Engineering Kevin Driscoll, PE Village Engineer N112 W17001 Mequon Road Germantown, Wisconsin 53022 RE: Pioneer Road Topographic Survey Dear Mr. Driscoll, Re: Proposal for Professional Surveying and Mapping Servi ces Pioneer Road Topographic Survey Point Land Surveying & Mapping is pleased to submit this proposal for the following professional surveying and mapping services required for the above-referenced project: SCOPE OF SERVICES Project Description The Pioneer Road construction project will require topo graphic mapping of the corridor between Division Road and Country Aire Drive for design and bidding purposes. The corridor is approximately 10,500 feet in length. Most of the parcels on both sides of the road are farm land, small residential lots or marshland. The lands north of the Section and Quarter Section lin es are located in the Town of Jackson and the lands to the south in the Village of Ger mantown and a small portion in the Town of Germantown. What Point Land Surveying & Mapping proposes is to prepa re a three-dimensional road topographic map based on a field survey data collected in the corridor. As no existing topographic mapping is currently available f or the project area, this proposal will include performing a field survey, withi n the project area, to locate the existing features such as pavements, driveways, culverts (inverts a nd sizes), shoulders, ditch and slope lines. Point Land Surveying and Mapping will call Diggers Hotl ine to have the underground utilities marked within the existing right of way. The u tility locates will be incorporated into the topographic base map. This includes any power po les, pedestals and ground Page 61 of 98 Point Land Surveying & Mapping “State of the Art Technology, Old Fashioned Quality” Professional Land Surveying and Mapping Services W174 N9467 Joper Road, Menomonee Falls, Wisconsin, 53051 262-250-8003 office pointlandsurveying@gmail.com email marks/ flags of underground utilities. These locates will be constrained to the existing road R/W and/or highway easement. Point Land Surveying & Mapping cannot guarantee how com plete the Diggers utility locates will be performed. All field data will be collected in a 3D format using either a GPS/GNSS receiver or robotic total station technology. The road pavement will be located at approximately 50’ intervals depending on the terrain. Once the field data has been collected and processed, a b ase map of the area will be compiled and a surface model of the area created with a 1’ foot 3D contour map. Topographic Survey Map The topographic survey map will contain the following elements: 1. Existing topographic features. 2. Legend for symbols and line types used on the survey 3. Dimensions of existing right of way and/or highway ease ment. 4. North arrow 5. Graphic scale 6. Bearing basis 7. Dimensional ties to monuments marking the corners of the Public Land Survey System. 8. Establish a basis of C/L stationing along the north line of Sections 2 and 3 as defined by the PLSS monument located every ½ mile 9. Prepare plan and profile sheets of the corridor wit h the existing road C/L profile shown to an approved mapping scale. 10. Professional Land Surveyors certificate 11. Professional Land Surveyors seal and signature I have researched the Wisconsin DNR Surface Water Data Vie wer online and it is showing some mapped wetlands and wetland indicators and soils in the roadway and these will need to be delineated and mapped for the wetland report and construction purposes. This work would be done by others under a separate contra ct with the Village. Point Land Surveying & Mapping can provide the mapping services for this work. Page 62 of 98 Point Land Surveying & Mapping “State of the Art Technology, Old Fashioned Quality” Professional Land Surveying and Mapping Services W174 N9467 Joper Road, Menomonee Falls, Wisconsin, 53051 262-250-8003 office pointlandsurveying@gmail.com email Optional-Construction plans Working with Village staff input regarding pavement a nd shoulder width, C/L slope and ditch regrading along with developing a standard road cross section/template and extracting road quantities and alignments, Point Land Surveying & Mapping is prepared to create this work to prepare plans for bidding purposes. This optional work would be done on a time and materi als basis with a not to exceed amount based on our 2026 fee schedule agreed to betwee n the Village and Point Land Surveying & Mapping. Survey Control A survey control network will be created based on a calibr ation survey of seven (7) PLSS section corner monuments. The coordinate values being used will be based on the Wisconsin State Plane Coordinate System, South Zone Grid as established under the NAD83 Datum, (2011 adjustment). Elevations will be based on the monument elevations which have been derived on the NAVD 88 datum. A series of intervisible survey control points will be set b etween Division Road and Country Aire Drive to be used by either robotic total stations or a GPS/GNSS network rover. Deliverables Point Land Surveying & Mapping will provide digital fi les containing the topographic mapping in AutoCAD/Carlson Software .dwg format using the Village CADD/layer specifications. Provide two (2) signed and sealed copies of the maps. Project Schedule It is our intent to perform all of the field work before the end of May. Project Fees The services to be performed upon acceptance of this prop osal have been described in the above sections of this proposal and are based upon o ur understanding of the project. Point Land Surveying & Mapping proposes to com plete these services for the following lump sum fees: Topographic Mapping…………………………………………… $ 10,500.00 . This fee does not include the wetland delineation or associated mapping. Page 63 of 98 Point Land Surveying & Mapping “State of the Art Technology, Old Fashioned Quality” Professional Land Surveying and Mapping Services W174 N9467 Joper Road, Menomonee Falls, Wisconsin, 53051 262-250-8003 office pointlandsurveying@gmail.com email The lump sum fee will be paid by the Client to Point Land Surveying & Mapping upon completion of the tasks and services outlined above. Paymen t is not dependent upon any third parties work, contract obligations or real estate closing. Proposed changes, if any, to the scope of work following c ommencement of Point Land Surveying & Mapping’ services will be discussed with you and a mendments made as described in Section 1. of the attached General Conditions of Service. For additional services rendered, if any, but not include d in the scope of work described in the above section of this proposal, invoice amounts wil l be based on the actual units used at the 2026 fee schedules established by Point Land S urveying & Mapping, and will also include travel costs, and other expenses incurred b y Point Land Surveying & Mapping in rendering the services of this proposal. The included fee schedules will apply to Point Land Surve ying & Mapping additional services if this proposal is accepted by the Village of Ger mantown within 60 days after the date of the proposal. After acceptance of this pro posal, adjustments, if any, to the fee schedules will be subject to Section 2.a. of the General Conditions of Service. 2026 FEE SCHEDULE Professional Land Surveyor Per Ho ur 130.00$ Robotic or GPS Survey Crew P er Hour 150.00$ CADD Technician Pe r Hour 90.00$ Charges for technical personnel will be made for time s pent in the field, in consultation, in collecting existing survey control data, research of reco rd documents, in preparation of reports and invoices, in administrating contracts, in project coordination and scheduling and in traveling. Overtime will be charged after 8.00 hours per day. Double-time will be charged on Holidays. Expert Witness Testimony will be billed at the rates shown here x 1.5. Standards and Requirements All work will be performed in accordance with the minim um requirements for property surveys as defined by AE-7 of the Wisconsin Administrative Code The maps will be prepared in accordance with the drafti ng and design standards established by Point Land Surveying & Mapping which refl ect common Wisconsin professional land surveying practice. Point Land Surveying & Mapping will not complete Owner checklists or comply with an Owner’s standard boiler plate plan or layering standards unless approved in advance for additional compensation. Page 64 of 98 Point Land Surveying & Mapping “State of the Art Technology, Old Fashioned Quality” Professional Land Surveying and Mapping Services W174 N9467 Joper Road, Menomonee Falls, Wisconsin, 53051 262-250-8003 office pointlandsurveying@gmail.com email To accept this proposal, please sign where indicated belo w and return a copy of this document as your acceptance of this agreement and our authorization to proceed. If you have any questions or comments, please do not hesitate to contact me at 262-250-8003. I look forward to working with you on this project. Sincerely, Point Land Surveying & Mapping Bob Beilfuss, PLS Principle Accepted by: Village of Germantown Signature Date Page 65 of 98 Date: ARIP Project Number: Primary Recipient Secondary Recipient April 22, 2026 A00095 Town of Jackson Village of Germantown Project ID: Appropriation: Account: Primary County: Secondary County: 39508802714 29800 8700140 Washington Washington The signatory city, village, town or county, hereinafter called the Municipality, through its duly authorized officers or officials via the signed ARIP application form and terms and conditions, and the State of Wisconsin Department of Transportation, hereinafter called the State, enter into this agreement, hereinafter referred to as the Agreement, to accomplish the described project, hereinafter referred to as the Project. The authority for the Municipality and the State to enter into this agreement is provided by Wis. Stats. 86.31 and Wis. Admin. Code Tans. 206.03(12) (a). Improvement Type: Reconstruction Surface Type: 70 - Hot Mix Asphalt Pavement (HMAC) On Route 1: At Route: Toward Route: Structure: Section Length: Pioneer Rd CTH M (Termini) CTH G (Break) Culverts 5226 ft Need for Improvement: Structurally Deficient Other Work: Clearing and grubbing, Driveway joints, Geotextile grid fabric, Pavement marking, Re-establish crown, Re-grade ditches, Widening roadway Thickness 5.00 in Travel Width (Per Lane) 12 ft 0 in Left Shoulder 2 ft 0 in Curb & Gutter N Right Shoulder 2 ft 0 in Curb & Gutter N Additional Locations are displayed on Page 2 Project Cost Summary Estimated Costs ARIP/State Funds Municipal Funds (includes ineligible costs) Engineering: 15,000.00 Right-of-Way Acquisition: 0.00 Construction: 1,385,000.00 Total Eligible Costs: 1,400,000.00 Total Ineligible Costs 0.00 Total Improvement Costs: $1,400,000.00 $1,260,000.00 $140,000.00 This request is subject to the terms and conditions agreed to at the time of application for the designated MUNICIPALITY and upon acceptance by the STATE, per signature below, shall constitute agreement between the MUNICIPALITY and the STATE. Accepted for the State of Wisconsin, Department of Transportation: By: Merrill Mechler-Hickson 4/22/2026 Local Transportation Programs and Finance Date 2026-2027 Agricultural Roads Improvement Program (ARIP) State Municipal Project Agreement Page 1 of 4 Page 66 of 98 Additional Locations: On Route 2: At Route: Toward Route: Structure: Section Length: Pioneer Rd Pioneer Rd (Break) CTH G (Termini) Culverts 5439 ft Need for Improvement: Structurally Deficient Other Work: Clearing and grubbing, Driveway joints, Geotextile grid fabric, Pavement marking, Re-establish crown, Re-grade ditches, Widening roadway Thickness 5.25 in Travel Width (Per Lane) 12 ft 0 in Left Shoulder 2 ft 0 in Curb & Gutter N Right Shoulder 2 ft 0 in Curb & Gutter N Project Funding Funding Type Biennium Sunset Date Approved Amount Date New Biennium Project 2026-2027 7/3/2030 $1,260,000.00 4/22/2026 Total $1,260,000.00 2026-2027 Agricultural Roads Improvement Program (ARIP) State Municipal Project Agreement Page 2 of 4 Page 67 of 98 Terms and Conditions 1. The Municipalities agree that the State will not be liable in any disputes, issues, disagreements that arise out of the joint cooperation between the Municipalities in administering and completing this Project. The Municipalities are expected to define their respective responsibilities in a separate agreement that will include, but not be limited to, the amount funded by each Municipality for the Project, the anticipated Project cost per Municipality, and what is to occur if a Municipality terminates this Agreement. Any separate agreement between the Municipalities shall require compliance with the terms of this Agreement. 2. The State will not be liable to any third party for injuries or damages resulting from work under or for the Project. The Municipalities and the Municipalities’ surety shall indemnify and save harmless the State, its officers and employees, from all suits, actions or claims of any character brought because of any injuries or damages received or sustained by any person, persons or property on account of the operations of the Municipalities and its sureties; or on account of or in consequence of any neglect in safeguarding the work; or because of any act or omission, neglect or misconduct of the Municipalities or its sureties; or because of any claims or amounts recovered for any infringement by the Municipalities and its sureties of patent, trademark or copyright; or from any claims or amounts arising or recovered under the Worker's Compensation Act, relating to the employees of the Municipalities and its sureties; or any other law, ordinance, order or decree relating to the Municipalities’ operations. 3. Contract modification: This Agreement can only be modified by written instruments duly executed by all parties to this Agreement. No term or provision of neither this Agreement nor any of its attachments may be changed, waived or terminated orally. 4. Binding effects: All terms of this Agreement shall be binding upon and inure to the benefits of the legal representatives, successors and executors. No rights under this Agreement may be transferred to a third party. This Agreement creates no third-party enforcement rights. 5. Choice of law and forum: This Agreement shall be interpreted and enforced in accordance with the laws of the State of Wisconsin. The parties to this Agreement hereby expressly agree that the terms contained herein are enforceable by an action in the Circuit Court of Dane County, Wisconsin. 6. Non-appropriation of funds: With respect to any payment required to be made by the State under this Agreement, the parties to this Agreement acknowledge the State’s authority to make such payment is contingent upon appropriation of funds and required legislative approval sufficient for such purpose by the Wisconsin Legislature. If such funds are not so appropriated, any party to this Agreement may terminate this Agreement after providing written notice to all parties to this Agreement not less than thirty (30) days before the termination is to take effect. (Reference 66 OAG 408; State ex rel. LaFollette v. Reuter, 36 Wis. 2d 96, 119 [1967]). 7. The initiation and accomplishment of the project will be subject to the applicable federal, state and local laws, administrative policy and program rules, ordinances, standards, and contract bidding requirements. Please note that if any portion of the project are funded using federal funds, the project will be subject to federal requirements. All components of the project must be defined. Any federally funded portion of the project is not eligible for reimbursement under this Agreement. 8. The construction of the project will be in accordance with the appropriate standards unless an exception to standards is granted by the State prior to construction. The entire cost of the project not constructed to standards will be the responsibility of the Primary Recipient unless such exception is explicitly granted, in writing, by the State. 9. The Municipalities will assume all responsibility for complying with all applicable environmental requirements for the project. 10. The project, which is eligible for State participation, will be administered by the Primary Recipient. 11. The Municipalities agree to comply with the relevant applicable statutes governing advertisements for bids. The Primary Recipient is encouraged to advertise for greater than the minimum requirements to provide the widest possible coverage. The Primary Recipient must keep affidavits of publication in the project file. The Primary Recipient shall provide the State information regarding the source where the ARIP bid advertisements can be located no less than seven (7) days prior to the first week of advertisement. 12. All Municipalities’ contracts for this project will be let by competitive bid and awarded to the lowest responsible bidder in accordance with the provisions of Wis. Stat. § 86.31(2) and all other municipal bidding requirements. 13. The parties agree that as a result of the Municipalities joint cooperation in administering and completing this project, Primary Recipient shall be responsible for letting and awarding bids to complete this project on behalf of the Municipalities. 14. State financing will be limited to up to 90 percent (90%) participation in eligible items or to the project award amount – whichever is less. project costs not eligible for State participation (i.e. at minimum, 10% of project cost) shall be the responsibility of the Municipalities. If the final cost estimate at final reimbursement is lower than the estimate provided in the approved project application, the award amount shall be reduced to 90% of reimbursable costs of the revised/final estimate. Award amounts will not be increased above the approved limit even if project cost estimates increase after the project letting is complete. 15. Upon request by Primary Recipient, the State shall provide payment of any reimbursable costs incurred by the municipalities for eligible Agricultural Roads Improvement Program (ARIP) projects not more frequently than quarterly subject to the terms detailed in item 13. All reimbursement requests must be accompanied with an attestation by a professional certified engineer. 16. In order to guarantee the Municipalities’ foregoing agreements to pay the State, the Municipalities, through their above duly authorized officers or officials, agrees and authorizes the State to set off and withhold the required reimbursement amount as determined by the State from any moneys otherwise due and payable by the State to the Primary Recipient. 2026-2027 Agricultural Roads Improvement Program (ARIP) State Municipal Project Agreement Page 3 of 4 Page 68 of 98 17. The Municipalities will keep records of the cost of the project together with letting documents, advertising information, itemized invoices and contractor payment documentation and will have them available for inspection by representatives of the State and will furnish copies when requested. 18. By signing this agreement, the municipality certifies that the estimate provided to the State was in good faith based on information known at the time estimate creation and reflects the best estimate of anticipated costs. 19. The design and construction of the project must be certified by a registered professional engineer, if the cost of the project exceeds $65,000 per Wis. Stat. § 86.31(2)(e). Primary Recipient shall provide to the State one engineer’s certificate upon completion of the project, regardless of whether the project completion occurs after all awarded funding has been received by the Primary Recipient. 20. Federal Single Audits of Local Government Units: a. The Municipalities shall have a single organization audit performed by a qualified independent auditor if required to do so under federal law and regulations. (See Federal Circular No. A-133). b. This audit shall be performed in accordance with Federal Circular A-133 issued by the Federal Office of Management and Budget (OMB) and state single audit guidelines issued by the Wisconsin Department of Administration (DOA). c. The Municipalities will keep records of costs of construction, inspection tests and maintenance done by it to enable the State to review the amount and nature of the expenditure for those purposes. Such accounting records and any other related records shall be subject to a project review or audit as directed by the State within ten (10) years of project closing. 21. The Municipalities will maintain, at their own cost and expense, all portions of the Project that lie within its jurisdiction and will make provisions of such maintenance as long as the road remains open to traffic. 22. In accordance with the State's sunset policy for ARIP funding, all requests for reimbursement of awarded ARIP funding must be received by the State no later than June 1, 2030. In instances where final project reimbursements are submitted prior to project completion, the Primary Recipient agrees and will ensure completion of any project funded in part with ARIP funding by June 30, 2031. 23. If any part of this Agreement is determined to be invalid, illegal, or unenforceable, such determination shall not affect the validity, legality, or enforceability of any other part of this Agreement and the remaining parts shall be enforced as if such invalid, illegal, or unenforceable part was not contained herein. 24. Nothing in this Agreement shall be deemed a waiver of the State’s Sovereign Immunity. 25. Remediation event: if a remediation event occurs, the Primary Recipient shall take into account its safety remediation plan for the project and applicable site area. 26. In connection with the performance of work under this Agreement, the Municipalities agree not to discriminate against any employee or applicant for employment because of age, race, religion, color, handicap, sex, physical condition, developmental disability as defined in s. 51.01 (5), sexual orientation or national origin. This provision shall include, but not be limited to, the following: employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. Except with respect to sexual orientation, the Municipalities further agrees to take affirmative action to ensure equal employment opportunities. The Municipalities agrees to post in conspicuous places, available for employees and applicants for employment, notices to be provided by the contracting officer setting forth the provisions of the nondiscrimination clause. X Checking this box indicates that the Preparer is authorized to conduct official business for the Municipality identified below and upon acceptance by the State shall constitute agreement between the Municipality and the State, subject to the terms and conditions above. Primary Sponsor: Town of Jackson County: Washington Head of Government: ROBERT H HARTWIG Title: Head of Government Preparer: Robert Eichner Title: Robert Eichner Date: 1/9/2026 Reviewer: Hillary Pelton Title: County Highway Commissioner Date: 1/9/2026 2026-2027 Agricultural Roads Improvement Program (ARIP) State Municipal Project Agreement Page 4 of 4 Page 69 of 98 https://germantownwi.sharepoint.com/sites/Engineering/Shared Documents/Engineering/CADD Projects/2702 - Pioneer (ARIP)/MOU/2026-04-09_MOU (Draft).doc Engineering Section Memorandum To: Robert Eichner, Clerk for the Town of Jackson From: Kevin Driscoll, Village Engineer Date: 4 /10/2026 Re: Pioneer Road – WisDOT Agricultural Road Improvement Project Memorandum of Understanding Following a series of meetings w ith the Town of Jackson Clerk and Germantown Village Engineer have discussed reconstructing Pioneer Road, a join t application was transmitted to WisDOT in concert with respective municipal support. The Town of Jackson was notified by WisDOT on 3/24/2026 of the subject ARIP project selection and that letter is attached. This project is along the south border of the Town of Jackson and the north boarder Village of Germantown, and a project location map is attached. The estimate of work is in the amount of $1,400,000 and that itemized estimate is attached. Upon the Town of Jackson’s receipt of the subject State Municipal Financial Agreement (SMFA) from WisDOT for the Pioneer Road project , please email a copy to engineering@germantownwi.gov and transmit a hard copy to the Germantown Village Hall at N112 W17001 Mequon Road , PO BOX 0337, Germantown, Wisconsin 53022-0337. Overall, the project intent is outlined below the Pioneer Road reconstruction project (ARIP) from Division Road to CTH M / Country Aire Drive that includes: • The intent is for design to be completed by the Village of Germantown. • The intent is for the contract to be advertised and awarded by the Village of Germantown. • The intent is for the administration of the construction contract to be run the Village of Germantown. • The intent is for the payment to the contractor to be completed by the Village of Germantown. • The intent is for the Village of Germantown to forward the paid invoices to the Town of Jackson, where the Town of Jackson will obtain reimbursement from WisDOT, as outlined in the SMFA. • The intent is for the Town of Jackson to reimburse the Village of Germantown for payments to the contractor, as outlined in the SMFA and attached exhibit generally describing a (90/10) cost share. Page 70 of 98 Marc h 24, 2026 Robert M Eichner Town of Jackson Jackson, WI 53037 Dear Robert M Eichner, Congratulations! This letter confirms funding for your local project on Pioneer Rd from the 2026-27 Agricultural Roads Improvement Program (ARIP) Round 1 project solicitation. ARIP is a reimbursement program administered by the Wisconsin Department of Transportation (WisDOT) which improves highways functionally classified as local roads or minor collectors providing access to agricultural lands or facilities used to produce agricultural or forestry products. The ARIP program covers up to 90% of the total eligible project costs, with the balance of costs funded by the political subdivision where the work is performed. Your project was one of 29 selected for funding. The total eligible cost of the project is currently estimated to be $1,400,000.00 based on the application materials submitted. WisDOT reimbursement to the Town of Jackson will be limited to a maximum of ninety percent (90%) participation in eligible items or to the $1,260,000.00 limit approved for the improvement – whichever is less. It is important that you not incur any project costs until receipt of your signed State Municipal Project Agreement (SMA) from WisDOT. In the absence of written notification to WisDOT indicating that the project award is being declined, this award will be considered accepted. In the event that your municipality or county chooses to decline this project award, please complete the form on the following page and email it to the ARIP Program Manager, Hillary Pelton, at hillary.pelton@dot.wi.gov. I greatly a ppreciate your commitment to providing a quality transportation system that promotes public safety and economic development. Our state and local partnership is imperative to the future of Wisconsin’s transportation infrastructure. Congratulations on your project award, which is a key piece of this effort. Sincerely, Kristina Boa rdman, Secretary Wisconsin Department of Transportation W isconsin Department of Transportation Office of the Secretary 4822 Madison Yards Way, S903 Madison, WI 53705 Governor Tony Evers Secretary Kristina Boardman wisconsindot.gov Telephone: (608) 266-1114 Email: sec.exec@dot.wi.gov Page 71 of 98 Print Date: 10/14/2025 Village of Germantown GIS Pioneer Road from Division Road (CTH G) to Country Aire Drive (CTH M) 12,000.00 Village Of Germantown N112 W17001 Mequon Road Germantown, WI 53022 262-250-4700 SCALE: 1 = 1000' DISCLAIMER: This map is not a survey of the actual boundary of any property this map depicts. The Village of Germantown Does not guarantee the accuracy of the material contained here in and is not responsible for any misuse or misrepresentation of this information or its derivatives. PIONEER RD Division Road Town of Jackson Town of Germantown Page 72 of 98 12/9/2025 WisDOT ARIP Pioneer Road (Project #2609) Estimate for Application Category Circle one ITEM NO.PROJECT ITEM DESCRIPTION Quantity UNITS UNIT COST TOTAL EST MUNI EST (10%) 1 Planning 1 LS $1,000 $1,000 $100 2 Survey - Engineering 1 LS $5,000 $5,000 $500 3 Design / Drafting Plans and Specifications - Roadway 1 LS $4,000 $4,000 $400 4 Design / Drafting Plans and Specifications - Culverts 1 EA $4,000 $4,000 $400 5 Outreach - Draft Letters and Postage - Engr. Admin 1 LS $1,000 $1,000 $100 $15,000 $1,500 6 Mobilization 1 LS $5,000 $5,000 $500 7 Re-Ditching and Temporary Easement (for 2 Rods, 24.75) 1 LS $15,000 $15,000 $1,500 8 Trucking/Hauling 1 LS $5,000 $5,000 $500 9 Erosion Control 1 LS $5,000 $5,000 $500 10 Traffic Control & Paint 1 LS $20,000 $20,000 $2,000 11 EBS 1 LS $50,000 $50,000 $5,000 $100,000 $10,000 12 Pioneer Road - CTH G to Church St (TOWN OF JACKSON) 5,280 LF $100 $528,000 $52,800 13 Pioneer Road - CTH G to Church St (TOWN OF GERMANTOWN) 100 LF $100 $10,000 $1,000 14 Pioneer Road - Church St. to CTH M (VILLAGE OF GERMANTOWN) 5,280 LF $100 $528,000 $52,800 10,660 LF $1,066,000 $106,600 2 @ 12-ft lanes with 2-ft shoulder 2.02Miles 10,660 14560 Category 004 - Drainage (Culvert Replacements) 16 Replace Arch CMP 72-Inch Division Road with New Concrete H.E. (ST032-005_ST032-004)60 LF $1,000 $60,000 $6,000 17 Replace Culvert Pipe CMP 18-Inch (Pioneer Rd - 1829' W of Church Rd) with Concrete Culvert (ST031-001_ST031-002) 50 LF $200 $10,000 $1,000 18 Replace Culvert Pipe CMP 18-Inch (Pioneer Rd - 44' W of Church Rd) with Concrete Culvert (ST031- 003_ST022-001) 65 LF $200 $13,000 $1,300 19 Replace Culvert Pipe CMP 18-Inch (Pioneer Rd - 24' E of Church Rd) with Concrete Culvert (ST022- 002_ST022-003) 50 LF $200 $10,000 $1,000 $93,000 $9,300 $1,259,000 $125,900 $126,000 $1,385,000 $15,000 1% $1,400,000 Roadway Segment Village or Town Jurisdiction Distance (ft.) Percent Mileage Cost Pioneer Road - CTH G to Church St (TOWN OF JACKSON) TOWN 5280 49.5% 1.00 $62,359.47 Pioneer Road - CTH G to Church St (TOWN OF GERMANTOWN) TOWN 100 0.9% 0.02 $1,181.05 Pioneer Road - Church St. to CTH M (VILLAGE O GERMANTOWN) Village 5280 49.5% 1.00 $62,359.47 10660 100.0% 2.02 $125,900.00 Category 002 - General Construction TOWN OF JACKSON / VILLAGE OF GERMANTOWN / TOWN OF GERMANTOWN PIONEER ROAD -ARIP - COST ESTIMATE Site Development, Water Utility, Sanitary Utility, ROAD PROGRAM, Parks, Municipal Buildings and Grounds Date: 11/17/2025 Category 001 - Planning and Design Category 003 - Pavement (Pulverize and Reconstruct, with select EBS 20%, Typ. Sec 12ft lanes, 2ft shoulder) CONSTRUCTION COST SUBTOTAL CONTINGENCIES (+/- 10%) ESTIMATED Construction COST ESTIMATED PROJECT COST ESTIMATED Design https://germantownwi.sharepoint.com/sites/Engineering/Shared Documents/Engineering/CADD Projects/2702 - Pioneer (ARIP - Cedar Lane)/2024-12-09_ARIP_Estimate (Rev) Page 73 of 98 BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE MEETING DATE: May 13, 2026 PLACEMENT: Action Item ITEM TITLE: Agreement with WisDOT for STH 145 Improvements (ACTION) SUBMITTED BY: Kevin Driscoll, Village Engineer SUMMARY EXPLANATION: WisDOT is designing plans to reconstruct STH 145 / Fond du Lac Ave from Pilgrim Road to a point north of Freistadt Road, near the new roundabout at Division Road. WisDOT held a public meeting at the Library this winter about this project (2475-13-00). Two design components have been discussed in previous PWHC meetings, and include the Main Street reconfiguration and sidewalk connectivity work. The estimate and plans for that respective work is attached. It includes new sidewalk alignment along main street with a perpendicular intersection for safety improvements and turning movement design improvements. The WisDOT Consultant Design will continue during the Village Center District Planning efforts, and aspects can be incorporated into the design. The sidewalk work includes approximately 1,500 LF extension to connect the existing cross walk near Firemen’s Park to the existing sidewalk near Pilgrim Road. The STH 145 work is scheduled for construction in 2028. The sidewalk work is estimated at approximately $92,000, with 50% obligation from Germantown equaling a contribution in the amount of approximately $46,000. Items also included in the SMFA: a rapid flashing beacon at the crosswalk to Firemen’s Park and an extension of approximately 300 LF of sidewalk south to the dead end section of sidewalk along Church Street. This work is estimated at $41,900 and is 100% Village obligation, however would be constructed as part of the WisDOT project (D 2475-13-70). Additional work items that would be Village obligations may include replacement of cracked concrete light poles and potentially some storm sewer work adjacent to the right of way. ATTACHMENT: 1. 10 - SMFA with WisDOT for STH 145 - exhibits STAFF RECOMMENDATION: Staff requests the Public Works and Highways Committee recommend to the Village Board, to enter into agreement with WisDOT for STH 145 / Fond du Lac Avenue road reconstruction work at Main Street and Sidewalk connectivity in the amount of $132,000, against account 40-561000-5316400 for work anticipated in 2028. ACTION BY COMMITTEE: A motion to support authorize staff and a vote “Aye” is in the affirmative to support entering into a "state-municipal-financial-agreement" with WisDOT. Page 74 of 98 50% Village of Germantown Participation (Filling in of Existing Sidewalk Gaps) Item # Item Quantity Unit Price Amount Notes 305.0120 Base Aggregate Dense 1 1/4-Inch 1134 Ton $13.00 $14,736.66 601.0600 Concrete Curb Pedestrian 94 LF $52.00 $4,908.80 Ped curb added to reduce grading - minor landscape wall may be needed. 602.0410 Concrete Sidewalk 5-Inch 8289 SF $8.00 $66,308.00 602.0505 Curb Ramp Detectable Warning Field Yellow 70 SF $47.00 $3,290.00 602.0605 Curb Ramp Detectable Warning Field Radial Yellow 39 SF $69.00 $2,656.50 Category Total: $91,899.96 50% Village of Germantown Participation: $45,949.98 100% Village of Germantown Participation (New RRFB) Item # Item Quantity Unit Price Amount Notes SPV.0060 Rectangular Rapid Flashing Beacon (RRFB) System 1 Each $10,000.00 $10,000.00 Category Total: $10,000.00 100% Village of Germantown Participation: $10,000.00 100% Village of Germantown Participation (New Sidewalk Along Church Street) Item # Item Quantity Unit Price Amount Notes 305.0120 Base Aggregate Dense 1 1/4-Inch 371 Ton $13.00 $4,821.99 601.0600 Concrete Curb Pedestrian 83 LF $52.00 $4,331.60 Ped curb addded at some locations to reduce grading. 602.0815 Concrete Driveway 7-Inch 40 SY $76.50 $3,049.80 602.0410 Concrete Sidewalk 5-Inch 2453 SF $8.00 $19,625.60 602.0505 Curb Ramp Detectable Warning Field Yellow 28 SF $47.00 $1,316.00 Category Total: $31,828.99 50% Village of Germantown Participation: $31,828.99 Total Estimated Village of Germantown Funding Participation: $87,778.97 SMFA ESTIMATE - VILLAGE OF GERMANTOWN ID 2475-13-70 PILGRIM ROAD TO 0.2 MILE SOUTH OF DIVISION ROAD STH 145, WASHINGTON COUNTY Page 75 of 98 CANOPYWSIGNPOSTPOSTPOSTA/CMHINLINLSIGNPOSTINLINLMHMHSIGNMHMH WINLWA/CWPOSTINLWWWSIGNWWWSIGNSIGNSIGNSIGNSIGNSIGNA/CWWALLSMHSIGNMHSIGNA/CSIGNSIGNINLSTH 145STH 145PILGRIM RD MAIN STSANSANELSSSANSSWVWVWVWVSANWVWVSSSAN SANSANSANSAN SANSANSANSAN SANSANWVWVGUYGVWVWVELGUYGUYGUYGUYGUYGVWVWVWVWVWVWVGUYGUYGUYGUYWVWVFOFO WWWWWWOHFOFO FOFOOHOH OHOHGG FOOHOH FOFOFOGGGGGGGGGGOHOHOHFOGEE GGG FO OHOHWWWWWWWWWSANFOFOFOFOFOFOFOFOFOFOFOFOFOOHOHOHOHOHOHOHOHOHOHOHOHOH SANSANSANSANSANFO FO E500501502503504505506507STA 502+07.64-32.47' LTSTA 502+35.23-32.70' LTSTA 503+05.62-33.50' LTSTA 503+16.62-33.50' LTSTA 503+25.40-33.50' LTSTA 503+36.88-33.50' LTSTA 504+31.71-28.50' LTSTA 504+43.62-28.50' LTSTA 504+61.84-28.50' LTSTA 504+87.49-28.50' LTSTA 506+10.62-34.36' LTSTA 506+20.30-40.96' LTSTA 506+57.85-59.17' LTSTA 506+68.40-67.45' LT STA 506+78.0752.34' RTSTA 505+37.8331.43' RTSTA 505+20.8131.24' RTSTA 504+80.8529.96' RTSTA 504+67.5829.77' RTSTA 504+18.3031.49' RTSTA 504+08.8731.49' RTSTA 503+15.2933.51' RTSTA 502+97.7733.50' RTSTA 502+62.6832.48' RTSTA 502+42.3432.50' RT STA 506+41.8020.50' RTSTA 506+07.8025.50' RTSTA 506+48.0752.34' RT STA 507+55.79-72.00' LTSTA 507+56.79-62.00' LT STA 500+67.2722.05' RTSTA 500+72.9132.74' RT STA 506+41.1812.00' RTSTA 506+07.1817.00' RTSTA 507+11.79-17.00' LT Y XXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXYYYYYYXXX XXXXX XXXXXXXX YY XXX XXXX XXXXX LEGENDHMA1SW5CPCCG18CSDCG30 3 1/2" HMA PAVEMENT 3LT 58-28 S (LOWER)1 3/4" HMA PAVEMENT 4LT 58-28 S (UPPER)CONCRETE SIDEWALK 5-INCHCONCRETE PEDESTRIAN CURBCONCRETE CURB & GUTTER18-INCH TYPE DCONCRETE CURB & GUTTER 4-INCHSLOPED 36-INCH TYPE DCONCRETE SURFACE DRAINSCONCRETE CURB & GUTTER30-INCH TYPE D YYYYYYYYYYXXXXXXXXXXCG36 ASPHALT SURFACE DRIVEWAY 4-INCHCONCRETE DRIVEWAY 7-INCHSAWING ASPHALTSAWING CONCRETESLOPE INTERCEPT (SI)EXISTING RIGHT OF WAY (R/W) CSNCONCRETE MEDIAN SLOPEDNOSE TYPE 1 BADBASE AGGREGATE DENSE 3/4-INCH 50% VILLAGE COST SHARE100% VILLAGE COSTWISDOT/CADDS SHEET 42EHWY:COUNTY:C:\USERS\EMMAVINDEDAHL\ONEDRIVE - DAAR CORPORATION\DOCUMENTS-SE-DESIGN\2475-13-00 STH 145\C3D\24751300\SHEETSOTHER\SMFA SIDEWALK FUNDING.DWGFILE NAME : 4/24/2026 6:37 AMPLOT DATE :PLOT BY :EMMA VINDEDAHL 2 PROJECT NO:PLOT NAME : 2 SHEET PLOT SCALE :1 IN:50 FT2475-13-70STH 145WASHINGTONPLAN DETAILSLAYOUT NAME - 021201 BEGIN PROJECTSTA 500+86MATCH EXISTINGSAW CUT REQUIREDSTH 145 SB EXISTING R/W EXISTING R/W PILGRIM RD6'6'CG30CG30 STH 145 NBHMA1HMA1SISW5 SW5SW5 SW5HMA1HMA1SI CG30SW512'17' AT&T WISCONSIN-COMMUNICATION LINE AT&T WISCONSIN-COMMUNICATION LINEVILLAGE OF GERMANTOWN - LIGHTING VILLAGE OF GERMANTOWN - SEWERVILLAGE OF GERMANTOWN - WATERVILLAGE OF GERMANTOWN - WATER WE ENERGIES - ELECTRICWE ENERGIES - GASWE ENERGIES - GAS SW5CPCSW5SW5SW5CPCCPC SEE CURB RAMP DETAILS 17'17' ANY SIDEWALK SHOWN WITHOUT COLOR WILL BE FUNDED 100% BY WISDOT Page 76 of 98 SIGNWWALLSPOSTAGTANKSTPOSTPOSTINLINLPOSTPOSTSIGNSIGNSIGNSIGNW CANOPYWWWA/CWWSIGNPOSTPOSTPOSTPOSTWALLSSIGNPOSTINLINLMHSIGNW SIGNSTH 145STH 145MAIN STWWVWVWVWVSAN SANSANSANSAN GUYGUYWVGUYGV GUYGUYGOHOHOH OH FOGE GGG FOFOFOFO OHWWW FOFOFOFOFOFOFOFOFOFOFOFOFOOHOHOHOHOHOHOHOHOHOHOHOHOHFOFOFOE (?)E(?)E(?)E (?)E(?)E(?)E 507508509510511512513514 17"MN" 18"MN"19"MN" 20"MN" STA 506+57.85-59.17' LTSTA 506+68.40-67.45' LT STA 506+78.0752.34' RT STA 508+40.51-24.50' LTSTA 508+64.96-24.50' LT STA 508+39.5133.05' RT STA 507+70.87-152.64' LTSTA 507+88.75-167.11' LT STA 509+35.06-20.50' LTSTA 509+80.81-20.50' LT STA 508+74.5133.05' RTSTA 506+48.0752.34' RT STA 513+65.4015.50' RTSTA 513+90.4224.00' RT STA 507+85.79-72.00' LTSTA 507+55.79-72.00' LTSTA 507+56.79-62.00' LT STA 513+65.0520.50' RT STA 508+36.12-167.23' LTSTA 508+24.66-181.39' LT STA 506+07.18STA 508+34.79-12.00' LTSTA 507+11.79-17.00' LT STA 507+84.79-62.00' LT YYYYYYYYYYYYYYXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXX XXXX XXXXXXX YYXXXXXYYYYYYY XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX WISDOT/CADDS SHEET 42EHWY:COUNTY:C:\USERS\EMMAVINDEDAHL\ONEDRIVE - DAAR CORPORATION\DOCUMENTS-SE-DESIGN\2475-13-00 STH 145\C3D\24751300\SHEETSOTHER\SMFA SIDEWALK FUNDING.DWGFILE NAME : 4/24/2026 6:37 AMPLOT DATE :PLOT BY :EMMA VINDEDAHL 2 PROJECT NO:PLOT NAME : 2 SHEET PLOT SCALE :1 IN:50 FT2475-13-70STH 145WASHINGTONPLAN DETAILSLAYOUT NAME - 021202 MAIN ST EXISTING R/W EXISTING R/W 6' STH 145 SBSTH 145 NBSI SI CG18 HMA1HMA1 HMA1HMA1HMA1CG30 CG30 LEGENDHMA1SW5CPCCG18CSDCG30 3 1/2" HMA PAVEMENT 3LT 58-28 S (LOWER)1 3/4" HMA PAVEMENT 4LT 58-28 S (UPPER)CONCRETE SIDEWALK 5-INCHCONCRETE PEDESTRIAN CURBCONCRETE CURB & GUTTER18-INCH TYPE DCONCRETE CURB & GUTTER 4-INCHSLOPED 36-INCH TYPE DCONCRETE SURFACE DRAINSCONCRETE CURB & GUTTER30-INCH TYPE D YYYYYYYYYYXXXXXXXXXXCG36 ASPHALT SURFACE DRIVEWAY 4-INCHCONCRETE DRIVEWAY 7-INCHSAWING ASPHALTSAWING CONCRETESLOPE INTERCEPT (SI)EXISTING RIGHT OF WAY (R/W) CSNCONCRETE MEDIAN SLOPEDNOSE TYPE 1 BADBASE AGGREGATE DENSE 3/4-INCH 50% VILLAGE COST SHARE100% VILLAGE COST SW5 SW5SW5 12'12'5'5'6' 5' EXISTING R/W 5' AT&T WISCONSIN-COMMUNICATION LINESPECTRUM-COMMUNICATION LINE SPECTRUM-COMMUNICATION LINEVILLAGE OF GERMANTOWN - SEWERVILLAGE OF GERMANTOWN - WATERWE ENERGIES - ELECTRICWE ENERGIES - ELECTRIC WE ENERGIES - GAS WE ENERGIES - GAS VILLAGE OF GERMANTOWN - LIGHTING AT&T WISCONSIN-COMMUNICATION LINE R105'SI SEE CURB RAMP DETAILSSEE CURB RAMP DETAILS 10' 15' 10' 15'20"MN"12' R43'R48'17' ANY SIDEWALK SHOWN WITHOUT COLOR WILL BE FUNDED 100% BY WISDOT Page 77 of 98 WMHMHSIGNSIGNSIGN WSIGNA/CSIGNSIGNSIGNINLWWW SIGN SIGNSIGNT TPOSTPOSTPOSTINLINLINLAGPOSTPOSTINLSIGNINLTANKSAGSIGN INLPOST INL A/CSIGN INL SIGNSIGNSTH 145STH 145STH 145CRUSADER CT CHURCH ST SS SSSSSANSS SAN GUYGUYGVGUYGUY OHOHOHOHG EE E FOFOFOFO GGGGGGGFOFOFOFOFOFOFOFOFOFOFOFOOHOHOHOHOHOHOHOHOHOHOHOHOHSSFOFOFO FOFOFOFO514515516517518519520521 40"CH" 41"CH" 41"CH" 30"CR" 31"CR" 32"CR" 32"CR" STA 513+65.4015.50' RTSTA 513+90.4224.00' RT STA 517+17.7951.40' RT STA 517+96.4170.60' RTSTA 517+95.7460.90' RTSTA 518+03.5995.04' RT STA 519+12.5112.00' RT STA 520+60.12-58.06' LTSTA 520+30.15-51.61' LTSTA 518+08.92-31.64' LTSTA 517+73.92-31.43' LTSTA 517+18.21-32.29' LTSTA 516+83.21-32.32' LT STA 519+08.7628.00' RTSTA 519+19.2128.00' RTSTA 520+02.6326.00' RTSTA 520+12.7526.00' RT STA 517+63.83128.45' RT STA 516+80.8519.04' RT STA 521+54.86 STA 513+65.0520.50' RT STA 518+41.5718.01' RTSTA 518+32.0519.09' RT STA 515+60.8512.15' RT XXX XXXXXXXXXXXXXXXX XXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXX XXXXXX XXXXXX WISDOT/CADDS SHEET 42EHWY:COUNTY:C:\USERS\EMMAVINDEDAHL\ONEDRIVE - DAAR CORPORATION\DOCUMENTS-SE-DESIGN\2475-13-00 STH 145\C3D\24751300\SHEETSOTHER\SMFA SIDEWALK FUNDING.DWGFILE NAME : 4/24/2026 6:37 AMPLOT DATE :PLOT BY :EMMA VINDEDAHL 2 PROJECT NO:PLOT NAME : 2 SHEET PLOT SCALE :1 IN:50 FT2475-13-70STH 145WASHINGTONPLAN DETAILSLAYOUT NAME - 021203 CHURCH ST CRUSADER CTEXISTING R/W EXISTING R/W EXISTING R/W 12'12' 5'6' 5'STH 145 SBSTH 145 NBSI HMA1HMA1SW5SI HMA1 HMA1 CG30 CG18 SIBADLEGENDHMA1SW5CPCCG18CSDCG30 3 1/2" HMA PAVEMENT 3LT 58-28 S (LOWER)1 3/4" HMA PAVEMENT 4LT 58-28 S (UPPER)CONCRETE SIDEWALK 5-INCHCONCRETE PEDESTRIAN CURBCONCRETE CURB & GUTTER18-INCH TYPE DCONCRETE CURB & GUTTER 4-INCHSLOPED 36-INCH TYPE DCONCRETE SURFACE DRAINSCONCRETE CURB & GUTTER30-INCH TYPE D YYYYYYYYYYXXXXXXXXXXCG36 ASPHALT SURFACE DRIVEWAY 4-INCHCONCRETE DRIVEWAY 7-INCHSAWING ASPHALTSAWING CONCRETESLOPE INTERCEPT (SI)EXISTING RIGHT OF WAY (R/W) CSNCONCRETE MEDIAN SLOPEDNOSE TYPE 1 BADBASE AGGREGATE DENSE 3/4-INCH 50% VILLAGE COST SHARE100% VILLAGE COST SIEXISTING R/W SW5 EXISTING R/W CG30 AT&T WISCONSIN-COMMUNICATION LINESPECTRUM-COMMUNICATION LINEWE ENERGIES - ELECTRIC WE ENERGIES - ELECTRIC WE ENERGIES - GAS NOTE TO REVIEWERS: SIDEWALK SHOWN ON THE WESTSIDE OF CHURCH STREET AND THE SOUTH/WEST SIDE OFSTH145 BETWEEN CHURCH STREET AND PARK AVENUEIS CONCEPTUAL AT THIS TIME AND ONLY DISPLAYED INTHE PLAN DETAILS AND NOT THE CROSS SECTIONS.DURING THE PUBLIC OUTREACH COMPLETED THISWINTER THE VILLAGE OF GERMANTOWN REQUESTEDTHAT THIS SIDEWALK BE INCLUDED AS PART OF THEPROJECT. IT'S BEING SHOWN TO SOLICIT FEEDBACKFROM THE DEPARTMENT. CG30SEE CURB RAMP DETAILSSEE CURB RAMP DETAILSCPC 16'15'12'12' 30"CR"R36'R37.5' R15' R31.5'R22.5' CSN ANY SIDEWALK SHOWN WITHOUT COLOR WILL BE FUNDED 100% BY WISDOT Page 78 of 98 FLAGWSIGNSIGNSIGN W MH MH SIGNSIGNINLINLMHSIGNSIGNW SIGNSIGNSIGNSIGN WWW WA/CA/CWINLINLMHMHMHMHMHINLWWINLPOOLWWA/C SIGNSIGNSIGNSIGNMHSIGNSIGNSIGNINLPOSTPOSTMHWWWSIGN SIGN SIGNSTH 145STH 145PARK AVE SSWVGVSSGVSSSSSANSANGVSSSS SANWVCWV SS SANSANSANSANGUY GVSANWVWV GUYGUYGUY WVGVWVWVWVWVGUYGUYGUYOH OH OHGG OHOHOHOHOH GG FOFO OHOHOHOHOHGGGGGGGGGGGGGGGFOFOFOFOFOFOFOFOFOFOFOFOFOOHOHOHOHOHOHOHOHOHOHOHOHOH WWWW FOFO OHOHOHWWV SS FOFOFOFOFO52152252352452552652752841"CH" 41"CH" 50"PK" 51"PK" 52"PK" 53"PK" STA 520+60.12-58.06' LT STA 520+02.6326.00' RTSTA 520+12.7526.00' RT STA 521+90.1826.00' RTSTA 521+71.3826.00' RTSTA 521+57.3226.00' RT STA 525+35.5831.64' RT STA 521+54.86-24.74' LTSTA 521+76.39-24.74' LT STA 522+90.36-19.77' LTSTA 523+14.36-19.40' LT STA 522+26.2526.00' RT STA 526+76.99-42.91' LTSTA 526+93.01-30.69' LT STA 526+39.13-15.00' LTSTA 525+82.58-26.11' LTSTA 525+95.82-22.01' LT STA 527+00.1415.00' RT XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXX XXXXXXXXXXXXXXXXXX YY Y Y X XXXXXXXXXXXXX XXXXXX 13' WISDOT/CADDS SHEET 42EHWY:COUNTY:C:\USERS\EMMAVINDEDAHL\ONEDRIVE - DAAR CORPORATION\DOCUMENTS-SE-DESIGN\2475-13-00 STH 145\C3D\24751300\SHEETSOTHER\SMFA SIDEWALK FUNDING.DWGFILE NAME : 4/24/2026 6:37 AMPLOT DATE :PLOT BY :EMMA VINDEDAHL 2 PROJECT NO:PLOT NAME : 2 SHEET PLOT SCALE :1 IN:50 FT2475-13-70STH 145WASHINGTONPLAN DETAILSLAYOUT NAME - 021204 PARK AVE PARK AVE EXISTING R/W 12'12'EXISTING R/WEXISTING R/W EXISTING R/W CHURCH ST 5' 5' LEGENDHMA1SW5CPCCG18CSDCG30 3 1/2" HMA PAVEMENT 3LT 58-28 S (LOWER)1 3/4" HMA PAVEMENT 4LT 58-28 S (UPPER)CONCRETE SIDEWALK 5-INCHCONCRETE PEDESTRIAN CURBCONCRETE CURB & GUTTER18-INCH TYPE DCONCRETE CURB & GUTTER 4-INCHSLOPED 36-INCH TYPE DCONCRETE SURFACE DRAINSCONCRETE CURB & GUTTER30-INCH TYPE D YYYYYYYYYYXXXXXXXXXXCG36 ASPHALT SURFACE DRIVEWAY 4-INCHCONCRETE DRIVEWAY 7-INCHSAWING ASPHALTSAWING CONCRETESLOPE INTERCEPT (SI)EXISTING RIGHT OF WAY (R/W) CSNCONCRETE MEDIAN SLOPEDNOSE TYPE 1 BADBASE AGGREGATE DENSE 3/4-INCH 50% VILLAGE COST SHARE100% VILLAGE COST SI SI REMOVE DRIVEWAYSTH 145 SBSTH 145 NBHMA1HMA1CG3012'12'SW5 SW5 SW5 SW5CG30CG36HMA1 HMA1 HMA1 SI SICG30CG30 AT&T WISCONSIN-COMMUNICATION LINE AT&T WISCONSIN-COMMUNICATION LINE SPECTRUM-COMMUNICATION LINE SPECTRUM-COMMUNICATION LINE VILLAGE OF GERMANTOWN - SEWER VILLAGE OF GERMANTOWN - WATER WE ENERGIES - ELECTRIC WE ENERGIES - ELECTRICWE ENERGIES - GAS WE ENERGIES - GAS NOTE TO REVIEWERS: SIDEWALK SHOWN ON THE WESTSIDE OF CHURCH STREET AND THE SOUTH/WEST SIDE OFSTH145 BETWEEN CHURCH STREET AND PARK AVENUEIS CONCEPTUAL AT THIS TIME AND ONLY DISPLAYED INTHE PLAN DETAILS AND NOT THE CROSS SECTIONS.DURING THE PUBLIC OUTREACH COMPLETED THISWINTER THE VILLAGE OF GERMANTOWN REQUESTEDTHAT THIS SIDEWALK BE INCLUDED AS PART OF THEPROJECT. IT'S BEING SHOWN TO SOLICIT FEEDBACKFROM THE DEPARTMENT. SEE CURB RAMP DETAILSSEE CURB RAMP DETAILS SEE CURB RAMP DETAILSSEE CURB RAMP DETAILS16' 20'20'SEE CURB RAMP DETAILS R21'R77' R59'R21.5'CG30CG363'3' ANY SIDEWALK SHOWN WITHOUT COLOR WILL BE FUNDED 100% BY WISDOT Page 79 of 98 BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE GERMANTOWN, WI MEETING DATE: May 13, 2026 AGENDA ITEM: New Business ITEM TITLE: Main St. and Old Farm Lift Station Facilities Plan Amendment SUBMITTED BY: Tim Zimmerman – Director of Public Works SUMMARY EXPLANATION: At the March 4, 2026, PWHC committee authorized Ruekert and Mielke to study design alternatives based on staff’s recommendations which were outside of the original proposal. That analysis is complete and is shown in the attached report. In summary the analysis confirmed that new dual fore mains at each location was a cost savings of $517,700 at Old Farm and $32,000 at Main St. and provided additional operational advantages as well. Elimination of the Screening building and going with comminution in channel along with new open impeller pumps resulted in a savings of $750,800 at Main St. and $761,000 at Old Farm. The alternative analysis as well as additional money saving tweaks in the design phase have resulted in an estimated $1,703,000 in savings at Old Farm and $865,300 at Main St. The resultant changes in the original Facilities Plan will require these amendments to be submitted to WDNR for review and comment. ATTACHMENT: ORDINANCE RESOLUTION OTHER___X____ RECOMMENDATION: No Action needed. Discussion only. COMMITTEE ACTION: Proper parliamentary procedure to deny a request is to have a motion made in the affirmative and by voting NAY would deny the request if a majority vote. Page 80 of 98 Page 81 of 98 Page 82 of 98 Page 83 of 98 Page 84 of 98 Page 85 of 98 Page 86 of 98 Page 87 of 98 Page 88 of 98 Page 89 of 98 Page 90 of 98 Page 91 of 98 Page 92 of 98 BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE GERMANTOWN, WI MEETING DATE: May 13, 2026 AGENDA ITEM: New Business (ACTION) ITEM TITLE: Authorization to Purchase - Emergency By- Pass Pump SUBMITTED BY: Timothy K. Zimmerman – Director of Public Works SUMMARY EXPLANATION: After the historic flooding event of August 2025, money was included in the 2026 Wastewater Utility Budget to purchase an additional 6” critically silenced trash pump for emergency operations. This pump will give the Utility an additional 2,200 g.p.m. of by-pass pumping capacity. Prices solicited are shown below: Atlas/Capco Lincoln Contractors Supply – Milwaukee $68,118.50 Godwin/ Flygt Xylem Water – Bridgeport, NJ $65,175.76 Thompson Thompson Pump – Port Orange, FL $58,300.00 ATTACHMENT: ORDINANCE RESOLUTION OTHER___X____ RECOMMENDATION: It is staff’s recommendation to purchase 1 6JSCEE-DIST-4LE2T-MC 6” critically silenced trash pump from Thompson Pump for the amount not to exceed $53,300 including freight and forward this recommendation on to the Village Board with a positive recommendation. Money budgeted in account number 60000000-182460 Other Pumping Equipment. COMMITTEE ACTION: Proper parliamentary procedure to deny a request is to have a motion made in the affirmative and by voting NAY would deny the request if a majority vote. Page 93 of 98 4620 City Center Dr Port Orange, FL 32129 Phone: (386) 767-7310 Website: www.thompsonpump.com Date: 2/24/2026 Quote #: Q-27293 Timothy Zimmerman Village of Germantown W130N10200 Town 9 Parkway Germantown, Wi. 53022 (262) 253-7765 tzimmerman@germantownwi.gov Re: 6JSCEE-DIST-Germantown Wi. Timothy, We are Pleased to Quote you a 6" Dry Prime Trash Pump 1-6JSCEE-DIST-4LE2T-MC Pump on Trailer with Lights & Brakes Auto Controls On/Off Floats Painted TPM Blue with Q D Fittings Long Running Fuel Tank 70-80 Hours Sound Attenuated Lockable Canopy Call me if you have any Questions Regards, Mark Singleton Region Manager Thompson Pump & Manufacturing (386) 767-7310 msingleton@thompsonpump.com Page 94 of 98 4620 City Center Dr Port Orange, FL 32129 Phone: (386) 767-7310 www.thompsonpump.com Sale Quotation Quote #: Q-27293-2 Date: 2/24/2026 Expires On: 3/26/2026 Lead Time: 8-12 Weeks (pending receipt of PO) Bill To Village of Germantown W130N10200 Town 9 Parkway Germantown, Wi. 53022 US Ship To Village of Germantown W130N10200 Town 9 Parkway Germantown Wi. 53022 Contact: Timothy Zimmerman Phone: (262) 253-7765 QTY PART # DESCRIPTION NET PRICE EXTENDED 1 6JSCEE-DIST-4LE2T-MC 6" ENVIROPRIME HIGH HEAD PUMP $56,500.00 $56,500.00 TOTAL: $56,500.00 Job Requirements: No specific duty point requested Notes / Specification Variances: Shipping Not Included FREIGHT: Signature: ________________________________ Date: _____/_____/_____ Name (Print): ________________________________ Title: _____________________________ • All pumps are tested utilizing Hydraulic Institute standards. Thompson Pump is a member in good standing with the Contractor's Pump Bureau, the governing association of U.S. pump manufacturer standards. ISO 9001:2015 certified. • FOB: Freight - FOB Port Orange, FL; freight rates quoted are subject to change based on current market conditions. • TERMS: DUE IN ADVANCE/SUBJECT TO CREDIT APPROVAL - Subject to credit approval. - A convenience fee of 2% will be added when payment is made by credit or debit card. • WARRANTY: One (1) year limited on new equipment. 30 day limited on used equipment. • DELIVERY: The customer is responsible for any and all taxes, tariffs or associate fees in the sale and transport of equipment purchased or rented. Thompson Pump to arrange freight. • FREIGHT RATES: Any & all freight rates that may be quoted are for budgetary purposes only. All freight rates are an estimate only and are not binding to Thompson Pump. Please provide a tax exemption certificate at time of order if applicable. No penalties or liquidated damage are acceptable. Cancellation of the order or return of any equipment purchased may result in re-stocking fees. • Quote validity: 30 days unless otherwise noted. • All prices shown in Net US Dollars. Prices quoted do not include any applicable sales tax or fees. Page 95 of 98 BUSINESS OF THE PUBLIC WORKS & HIGHWAYS COMMITTEE GERMANTOWN, WI MEETING DATE: May 13, 2026 AGENDA ITEM: New Business ITEM TITLE: Consideration of Cost Recovery – Yard Waste Permit SUBMITTED BY: Tim Zimmerman – Director of public Works SUMMARY EXPLANATION: In 2025, the Village adopted a biennial windshield permit for the Residential Yard Waste Facility. This was enacted to cut down on non-resident people entering the facility as well as to give gate attendants a quick visual reference vs. asking for an I.D. each time. The permit system has been effective but also has had some shortcomings. Some residents continually lose them, some say they have 9 vehicles they use to access the site. To date Public Works has issued 4,600+ permits. Permits take an average of 10 minutes to issue making for a busy Public Works counter at times. The yard waste permit is the only permit in the Village for which there is not a cost recovery associated with it. ATTACHMENT: ORDINANCE RESOLUTION OTHER________ RECOMMENDATION: It is staff’s recommendation to adopt a biennial permit renewal cost recovery fee of $5.00 per permit to go into effect with the 2027-2029 renewal period. Staff further recommends a limit of 2 permits per household, unless a vehicle is sold or a windshield is replaced and forward these recommendations to the Village Board with a positive recommendation. COMMITTEE ACTION: Proper parliamentary procedure to deny a request is to have a motion made in the affirmative and by voting NAY would deny the request if a majority vote. Page 96 of 98 Directors Report – May 2026 Engineering Road program including 2026 Roads along with seal coating program Finishing design for Division Rd. (5/8 bid end) Finishing design for Division Road, includes bridge scour protection measures. (tentative Notice to Bidders week ending 5/8, Ad 1 5/13.) Pleasant View culvert replacement, ARIP road project Lovers Lane South to Freistadt. (design being finalized, summer Ad, fall construction tentative) Maple Rd. Bridge repair over Willow Creek. Repair of deteriorated west beam addresses remaining lifespan of the structure. (Quotes for repair being requested, budget and program bridge replacement/pursue grant funding) CTH Q & STH 175 Intersection Signal Replacements. Improvements planned for advertisement this summer for work in 2026. Storm Damage /Drainage April storm event. (Staff to generate updated map of complaints, with numbers: sewer back-ups, drainage in basement, yard ponding, water in ditch complaints) CCTV findings/plan, sump pump follow up, inlets/CBs cleaning ongoing. Kevin Driscoll’s last day is today Highways, Parks, Buildings, and Grounds Full spring mode with mowing operations, mowing operations will transition to summer help as they onboard Mastic application to address road settlement around manholes, inlets and water valves Brush pick up will begin June 1 approximately 4 weeks in duration Signal Camera project completed At Maple and Freistadt Street light fixture replacement underway will be on-going throughout the summer Page 97 of 98 Many road culvert failures due to August and April extreme rain events Highway line item is exhausted, but work will continue to make the roads safe for the public Repaired service feeders from the main disconnect to the to the cooling unit at the library due to loss of phase, coordinated with We energies and Pieper Electric Materials on order for Shelter repair at Fireman’s Park to be completed by July 4th. Water Utility Hydrant flushing for remainder of the month Commercial Meter replacements 400 residential meter replacements On going hydrant repair throughout the Village Wastewater Utility Wet Well cleaning System Jetting area 3 Yard Waste upkeep/material processing SSSA under DNR review letter forthcoming Collection System Facilities Plan – Submitted to DNR on hold pending SSSA Main St. and Old Farm Facilities Plan – Submitted to DNR on hold pending approval of the SSSA, and CSFP Page 98 of 98