Highway Committee — Agenda Packet

PORTAGE COUNTY MEETING AGENDA HIGHWAY COMMITTEE PORTAGE COUNTY ANNEX CONFERENCE ROOM 5 1462 STRONGS AVENUE STEVENS POINT, WI 54481 Tuesday, August 18, 2026 3:30 PM REMOTE ATTENDANCE & COMMENT To attend this meeting by telephone : dial 1-872-242-7813, after dialing the number you will then be asked to enter in a meeting number. Use the following meeting number: 510 292 667, then press # To attend this meeting by video: Join the Meeting Now Page 1 of 2 CALL TO ORDER Committee Members enter Per Diem and Mileage CORRESPONDENCE 1. National Association of County Engineers Executive Committee Update 2. WisDOT Letter regarding WIS 22 Pavement Resurfacing Project Schedule Update 3. WisDOT Letter regarding CTH A Local Small Structure Improvement Program application 4. WisDOT Letter regarding CTH E Local Small Structure Improvement Program application PRESENTATIONS REPORTS 5. Special Meeting Attendance Reports (Portage County Ordinance 3.1.47 & 3.1.48) 6. Commissioner’s Report PUBLIC NOTICE Members of the public who wish to address the Committee on specific agenda items must register their request at this time, with such comments subject to the public comment ordinance and the reasonable control of the Committee Chair as set forth in Robert’s Rules of Order. APPROVAL OF MINUTES 7. Approval of July 21,2026 Minutes DISCUSSION/POSSIBLE ACTION 8. Discussion and Possible Action on Resolution Revising and Updating Portage County Ordinance 2.13.1 Establishment of Speed Zones 9. Discussion and Possible Action on 2026-19PC Bid – Curb & Gutter, Concrete Surface Drain Project 10. Discussion and Possible Action on 2026-21PC Bid – Quad Axle Body Build 11. Discussion and Possible Action on 2026-22PC – Snow and Ice Equipment Installation 12. Discussion and Possible Action on 2027 Equipment Purchase – Snow and Ice Equipment Page 1 of 44 Highway Committee Meeting Agenda August 18, 2026 Page 2 of 2 13. Discussion and Possible Action on Resolution to Portage County Ordinance Chapter 2 Public Peace and Order, Section 2.28 Regulation of Boating Upon Bear Creek 14. Discussion and Possible Action on CTH R (STH 54 to CTH B) Relocation Order and Plat 15. Discussion on 2027 Highway Department Budgets NEXT MEETING DATE ADJOURNMENT Notice: Any person who has special needs and plans on attending this meeting in-person or remotely should contact the Facilities at 715- 346-1598 as soon as possible to ensure that reasonable accommodations can be made. Notice: Remote comment by the public during the meeting will be at the discretion of the Chair. Notice: A quorum of the Portage County Board of Supervisors, or any committee thereof, may be present at this meeting. Page 2 of 44 1 Check, Nathan From: Dan Ketelsen <dketelsen@countyengineers.org> Sent: Monday, July 27, 2026 9:17 AM To: Check, Nathan Subject: NACE News - July 2026 Edition - V2 Caution! This message was sent from outside your organization. Due to a formatting issue, July NACE News is being reissued. We're sorry for the inconvenience. NACE Executive Committee Update By: Matt Machado, PE, LS, NACE Secretary / Treasurer, Deputy CEO, Director of Community Development & Infrastructure, Santa Cruz County, CA The History of Fuel Taxes—and What It Means for Cou nties For counties across the country, maintaining local roads and bridges isn’t optional—it’s essential to public saf ety, economic vitality, and day-to-day mobility. Counties maintain more than 40% of the nation’s roads and bridges, often while managing substantial deferred maintenance. That’s why understanding the history of federal and state fuel taxes is so important for county engineers and transportation leaders. The fuel-tax model helped build America’s highway Page 3 of 44 2 system—but its design also created predictable fund ing challenges over time, especially as inflation and vehicle efficiency changed what “per-gallon” revenue can co ver. Federal fuel taxes: A system that hasn’t kept pace with inflation. The first federal gasoline tax was created on June 6, 1932 through the Revenue Act of 1932, starting at 1 cent per gallon during the Great Depression. Key federal milestones include: • 1932 – 1 cent (President Herbert Hoover): emergency budget balancing • 1956 – 3.1 cent increase (President Dwight Eisenhow er): helped finance the Interstate era • 1983 – 5 cent increase (President Ronald Reagan): aimed at repairing national transportation assets • 1990 – 5 cent increase (President George H.W. Bush) : included deficit reduction/infrastructure funding • 1993 – 4.3 cent increase (President Bill Clinton): dedicated infrastructure funding response The core issue is that the federal gas tax is not indexed to inflation. Since 1993, it has lost roughly 60% of its purchasing power—meaning the revenue counties rely on for syst em preservation buys far less today than it did decades ago. To match the purchasing power of 1993, the fuel tax would need to be over $0.50 per gallon rather than the current rate of $0.184 per gallon. State fuel taxes: growth, then “funding drift” with time. Fuel taxes spread quickly at the state level in the early 20th century. By the 1930s, states were already collecting meaningful per-gallon revenue to support highways. Page 4 of 44 3 However, as with the federal tax, many state fuel tax structures struggled to keep pace with: • rising construction and maintenance costs • changing vehicle fuel economy shifting vehicle technology (including electrification) California as a case study: how counties feel the impacts California’s fuel-tax evolution illustrates what happens when revenue mechanisms lag behind real costs—and how ta rgeted policy changes can help, but not solve everything. Key California milestones • 1923: first state gas tax at 2 cents per gallon • 1940s–1980s: incremental increases as the highway system expanded (reaching 9 cents by 1983) • 1990s: hikes pushed the rate to 18 cents by 1994 for more than a decade • 2010 “Fuel Tax Swap”: reduced the sales tax portion on gasoline while shifting toward a variable excise structure • 2017 SB 1 (Road Repair and Accountability Act): added a 12-cent increase and introduced annual inflation adjustments Today’s result (and its significance) California’s state excise tax is now 63.4 cents per gallon — the highest in the nation. This matters for county engineers because when state revenue is stable, counties can better plan capital projects and lifecycle maintenance. When it isn’t, deferred maintenance grows—and that creates cascading costs for local jurisdictions. Fuel taxes aren’t the only charges counties consider—but they’re foundational. Page 5 of 44 4 California’s roadway maintenance funding is transitioning from traditional, gas-tax-based revenues to user-based models and targeted state investments. The future relies on inflation-adjusted fuel taxes, localized sales tax measures, expanded Zero- Emission Vehicle (ZEV) fees, and pilot programs aimed at replacing gas taxes with a permanent Road Charge. Because electric vehicles do not pay gas taxes, California enforces annual registration surcharges (up to $165 depending on the vehicle) to ensure drivers contribute to infrastructure wear and tear. California has moved past pilot phases toward evaluating a permanent statewide Road Charge system. This would tax drivers based on vehicle miles traveled (VMT) rather than fuel consumed, protecting the revenue stream as gas-powered cars are phased out, or as fuel efficient cars continue to improve. And for counties—especially those not capturing the same revenue streams as the state or federal government— predictable transportation funding is directly tied to asset condition, staffing, and delivery capacity. A reliable funding system must match today’s realities. Whether the question is pavement preservation cycles, bridge deck rehabilitation, storm-related drainage improvements, or ADA and safety upgrades, counties face the same challenge: The per-gallon fuel tax model has lagged (historically) behind: • inflation and construction cost escalation • changes in fuel consumption (efficiency, market shifts) • evolving vehicle technology and future revenue risk Counties need to band together to support solutions that help local governments: • maintain transportation assets in a state of good repair • plan multi-year capital programs confidently Page 6 of 44 5 • protect public safety without forcing constant emergency repairs Updating the system is a county infrastructure issue. The history of federal and state fuel taxes shows why today’s funding can fall short — especially when revenue mechanisms don’t automatically respond to inflation and evolving travel patterns. To meet county infrastructure needs, the funding system must better align with the lifecycle realities of roads and bridges. NACE Updates NACE President Pam Dingman presents the NACE Update at the National Association of Counties Annual Conference in New Orleans. NACE Communties Page 7 of 44 Page 8 of 44 Page 9 of 44 July 31, 2026 Nathan Check County of Portage 800 Plover Road Plover, WI 54467 RE: LSSIP Application – Structure V490134 Dear Nathan Check: Thank you for your interest in the Wisconsin Department of Transportation (WisDOT) Local Small Structure Improvement Program (LSSIP). Project applications were reviewed and ranked according to the LSSIP Guidelines prior to making final recommendations to the WisDOT Secretary. At this time, your proposed project for V490134 has not been approved to receive funding. The application process for the new LSSIP program was highly competitive. WisDOT initially received 430 eligible applications for statewide considerati on, for a total state share request of $ 133.7 million in LSSIP funds. Ultimately, WisDOT was able to award 101 projects and approximately $30 million in LSSIP state share funding this program cycle. We encourage your community to maintain the interest and momentum that led to your LSSIP application submission. WisDOT remains committed to building relationships with external stakeholders to improve Wisconsin’s transportation infrastructure, and the Department encourages all eligible applicants to apply for available funding under existing local aid programs. If you have further questions regarding LSSIP, please contact the LSSIP Program Manager, Izzy Schultze, at (608) 267-6843 or email izzy.schultze@dot.wi.gov. Sincerely, Izzy Schultze WisDOT LSSIP Statewide Program Manager Wisconsin Department of Transportation Off ice of the Administrator Division of Transportation Investment Management 4822 Madison Yards Way, S603 Madison, WI 53705 Justin Shell, Administrator Angela Adams, Deputy Administrator wisconsindot.gov Telephone: (608) 266-0255 Email: DOTDTIMAO@dot.wi.gov Page 10 of 44 July 31, 2026 Nathan Check County of Portage 800 Plover Road Plover, WI 54467 RE: LSSIP Application – Structure V490122 Dear Nathan Check: Thank you for your interest in the Wisconsin Department of Transportation (WisDOT) Local Small Structure Improvement Program (LSSIP). Project applications were reviewed and ranked according to the LSSIP Guidelines prior to making final recommendations to the WisDOT Secretary. At this time, your proposed project for V490122 has not been approved to receive funding. The application process for the new LSSIP program was highly competitive. WisDOT initially received 430 eligible applications for statewide considerati on, for a total state share request of $ 133.7 million in LSSIP funds. Ultimately, WisDOT was able to award 101 projects and approximately $30 million in LSSIP state share funding this program cycle. We encourage your community to maintain the interest and momentum that led to your LSSIP application submission. WisDOT remains committed to building relationships with external stakeholders to improve Wisconsin’s transportation infrastructure, and the Department encourages all eligible applicants to apply for available funding under existing local aid programs. If you have further questions regarding LSSIP, please contact the LSSIP Program Manager, Izzy Schultze, at (608) 267-6843 or email izzy.schultze@dot.wi.gov. Sincerely, Izzy Schultze WisDOT LSSIP Statewide Program Manager Wisconsin Department of Transportation Off ice of the Administrator Division of Transportation Investment Management 4822 Madison Yards Way, S603 Madison, WI 53705 Justin Shell, Administrator Angela Adams, Deputy Administrator wisconsindot.gov Telephone: (608) 266-0255 Email: DOTDTIMAO@dot.wi.gov Page 11 of 44 County Engineer – Lucas Meddaugh County Patrol Manager – Kory Kukuczka State Patrol Manager – David Johnson Parts Room / Shop Manager – Corey Giese Assistant Patrol Manager – Bob Lang /uni0046inance /uni004F/g431ice Supervisor – Stacy Zerby /uni0046inancial Associate III – Kristen Hancock Portage County Highway Department Nathan Check, PE Commissioner 800 Plover Road Plover, WI 54467 Phone: 715-345-5355 Fax:715 -345 -5356 Date: August 12, 2026 To: Highway Committee From: Nathan Check, P.E. Subject: Commissioner’s Report Please see below for a number of Highway Department Updates. Staffing – All full-time positions are filled. A c ivil technician candidate accepted an offer and took the pre-employment testing but was a no-call, no-show during his first scheduled day of work. We have not had any other seasonal laborer applicants as of the past two months. Training – Three to four supervisors and foreman will be att ending the WCHA Leadership Development conference in October. Also, please mark your calendar for our annual Roadeo Training event which will be held on October 20 th . Committee members are welcome to attend for all or part of the day. Operations – The second round of mowing on the County system is nearly complete. State crews have been assisting on our bridge maintenance list for cleaning, concrete repairs, and crack sealing. The CTH D project continues to progress with the lower layer of paving complete for the first phase. The second phase has been pulverized and spot grading areas are nearly complete. The one parcel acquisition is completed and the large culvert installation is scheduled for the end of August/beginning of August. All chispealed roads are swept and centerline is painted. County crews also completed the Town of Dewey culvert aid project on Park Road this past month. Budget – Below is the 2026 budget analysis through July 18, 2026. Winter maintenance is at 60% of the overall budget which is tracking lower than last year and is still in the typical range for this time of year. General maintenance is at 60% of the overall budget which is tracking approximately 10% higher than typical. This is primarily due to the additional ice storm clean-up. Staff has provided all Highway data to Emergency Management and Finance for their submittal to the Wisconsin Disaster Fund to attempt to be reimbursed for a portion of those costs. Page 12 of 44 County Engineer – Lucas Meddaugh County Patrol Manager – Kory Kukuczka State Patrol Manager – David Johnson Parts Room / Shop Manager – Corey Giese Assistant Patrol Manager – Bob Lang /uni0046inance /uni004F/g431ice Supervisor – Stacy Zerby /uni0046inancial Associate III – Kristen Hancock Portage County Highway Department Nathan Check, PE Commissioner 800 Plover Road Plover, WI 54467 Phone: 715-345-5355 Fax:715 -345 -5356 Construction – Through last week, the CTH D constru ction costs were under $983k which is tracking under budget for the progress made. Paving costs are averaging approximately $65/ton which is under our Highway Department estimate of $70/ton. The final asphalt surface and shouldering of the first phase is scheduled to be completed in the next two weeks. Paving of the lower layer for Phase 2 is also scheduled in the next two weeks. Chipsealing – All major costs are entered for the c hipsealing season and are approximately $1.03M which is $120k under budget. The Machinery Operation budget is still tracking with higher revenues resulting in a current surplus of $236k. Below is a summary of the net surplus/loss through the year. January + $15k July +$236k February +$261k March +$233k April +$333k May +$280k June +$242k The DOT Routine Maintenance Agreement is tracking within 5% of the budgeted costs for winter and general maintenance activities. The overall budget is tracking higher as our January invoice includes our billing for radio, storage reimbursement, and winter readiness charges. Projects -Safe Streets for All(SS4A) Grant – The Portage Cou nty Bicycle and Pedestrian Plan and Comprehensive Safety Action Plan are on the next County Board meeting for adoption. -WisDOT Structure 6’-20’ Program – Please refer to the letters in correspondence. Unfortunately, the CTH E structure of the Wisconsin River and the CTH A structure over Spring Creek were not selected for funding. Future funding of the program is unknown until the next state budget. Staff is evaluating options of other funding sources. -CTH R(STH 54 to CTH B) –The Design Study Report i s completed and accepted by the consultant. The final plat and relocation order is scheduled for committee action at this meeting. Construction is scheduled for 2028 for this project as part of the WisDOT STP-Urban Program. -CTH II Bear Creek Bridge – Final design has been submitted to WisDOT for review and has been accepted. The proposed dual culverts will be replaced with a slab span bridge which will Page 13 of 44 County Engineer – Lucas Meddaugh County Patrol Manager – Kory Kukuczka State Patrol Manager – David Johnson Parts Room / Shop Manager – Corey Giese Assistant Patrol Manager – Bob Lang /uni0046inance /uni004F/g431ice Supervisor – Stacy Zerby /uni0046inancial Associate III – Kristen Hancock Portage County Highway Department Nathan Check, PE Commissioner 800 Plover Road Plover, WI 54467 Phone: 715-345-5355 Fax:715 -345 -5356 increase the capacity and allow us to fully remove and eliminate the two failing smaller culverts to the south. WisDOT and WDNR have reviewed and concurred with this option . Construction is set for 2027 for this project with is part of the WisDOT STP-Bridge Program. There is a resolution for a boating restriction ordinance on this meeting’s agenda for consideration. -CTH HH and Hoover Development – A preconstruction meeting was held by the Contractor with planned work within the CTH HH right-of-way scheduled for later this fall. -Highway Addition and Renovation – No updates. The project is still waiting final close-out and payment to Miron as there are some HVAC issues still unresolved. -WCHA Updates – The WCHA Executive Committee contin ues to work on a number of WisDOT issues which include management of the STP-Rural project awards, Trans 206 re- write(this is the LRIP administrative code), Trans 276 policy updates(oversize/overweight regulations), and the future of the Local Small Structure Inspection and future funding options. In addition, the WisDOT has forwarded a formal 13.10 state budget request to ask the state legislature for additional funding due to the severe winter and spring weather. -WisDOT Surface Transportation Program 2026-2031 Cycle –No new updates. Staff has applied for STP-Rural funding for CTH A(STH 161 to CTH Z) roadway and Local Bridge funding CTH O bridge rehabilitation. WisDOT’s initial plan was to release project selections in the Spring but they have delayed this notice until late Summer. New Updates -WisDOT Construction Projects – WisDOT has multiple construction projects starting this spring. Additional information will be posted to their website: https://projects.511wi.gov/region/north-central/ -WIS 13 (2nd Street North to County P) - Wood and Portage counties – Pavement replacement project with full closure and detour. -WIS 54 (26 Street to County B) - Wood and Portage counties – Concrete joint repair project with single lane closures. -Standing Rocks Road(Custer Rd to Townline Rd, Town of Stockton) -Reconditioning project funded under STP-Local. Road closed to through traffic with access to the park maintained. -Request for Proposals(RFP) – CTH A(CTH Z to STH 66 ) – Staff has worked with Purchasing to issue a RFP for the design of this STP-Rural project which is scheduled for construction in 2029. Page 14 of 44 County Engineer – Lucas Meddaugh County Patrol Manager – Kory Kukuczka State Patrol Manager – David Johnson Parts Room / Shop Manager – Corey Giese Assistant Patrol Manager – Bob Lang /uni0046inance /uni004F/g431ice Supervisor – Stacy Zerby /uni0046inancial Associate III – Kristen Hancock Portage County Highway Department Nathan Check, PE Commissioner 800 Plover Road Plover, WI 54467 Phone: 715-345-5355 Fax:715 -345 -5356 -2027 Bridge Culvert Aid – Notices and applications to the Towns have been sent out last month for consideration in the 2027 budget. Applications are due August 21 st . -McDill Dam Fence – There has been communication over the past year regarding the fence along the McDill dam and CTH HH sidewalk in the Village of Whiting between the McDill Lake District, City of Stevens Point, Village of Whiting, and the Highway Department. There are sections of fence missing and others in need of repair. Based on the Highway Department’s and Corp Counsel’s review of the past agreements, we do not believe that the fence is in the County’s responsibility. Staff has sent a letter to all parties and requested a meeting. The Lake District representative has asked that the meeting be deferred until a new representative is elected for their group. -CTH HH/Bremmer Street Intersection – Due to concerns from the increased traffic being rerouted due to the Bus 51 project, staff has received calls from the owner and a tenant for the office building along Bremmer Street at the McDill Pond. This intersection was analyzed previously due to sight distance concerns and the intersection was ultimately converted to a Right Turn only intersection. There are increased concerns with speed which staff has forwarded onto the Sheriff’s office and also gather speed data for the area. The date was collected for both weekday and weekend traffic and we found decent compliance with the posted speed limit with an 85th percentile speed of under 39 mph(means that 85% of traffic is going under 39 mph) and the average speed of just over 35 mph. The department also updated the additional flagging over the intersection warning sign. More discussions are likely as we continue to evaluate the intersection. -Next Meeting Date – The next regularly scheduled meeting would be September 15 th . If you have any questions on any of the items, please feel free to call or email. Thank you. Attachments: None Page 15 of 44 PORTAGE COUNTY MEETING MINUTES HIGHWAY COMMITTEE PORTAGE COUNTY ANNEX CONFERENCE ROOMS 1 & 2 1462 STRONGS AVENUE STEVENS POINT, WI 54481 Tuesday, July 21, 2026 3:30 PM REMOTE ATTENDANCE & COMMENT To attend this meeting by telephone : dial 1-872-242-7813, after dialing the number you will then be asked to enter in a meeting number. Use the following meeting number: 694 554 049, then press # To attend this meeting by video: Join the meeting now Page 1 of 2 CALL TO ORDER Committee Members enter Per Diem and Mileage The Highway Committee was called to order by Member M. Jacowski at 3:30 p.m. Members Present: Vice Chair S. Cieslewicz (remote), Member M. Jacowski, Member S. Potocki, Member S. Fritz Members Excused: Chair D. Ladick Others Attending: Nathan Check, Kristen Hancock, Corey Giese, Lucas Meddaugh, Anthony Dallman, Dorothy Czysen, Jim Czysen, Leonard Hintz, Dave Wilz, Lori Shroda, Maurice King, Paul Cieslewicz CORRESPONDENCE 1. National Association of Counties Transportation Funding Brief Update Only 2. US Army Corp of Engineers Stream Credit Release Letter Update Only PRESENTATIONS REPORTS 3. Special Meeting Attendance Reports (Portage County Ordinance 3.1.47 & 3.1.48) 4. Commissioner’s Report Update Only PUBLIC NOTICE Members of the public who wish to address the Committee on specific agenda items must register their request at this time, with such comments subject to the public comment ordinance and the reasonable control of the Committee Chair as set forth in Robert’s Rules of Order. APPROVAL OF MINUTES 5. Approval of May 19, 2026 Minutes A motion was made by Member S. Potocki, seconded by Member S. Fritz to approve the May 19, 2026 Minutes. Motion carried by unanimous vote. DISCUSSION/POSSIBLE ACTION 6. Discussion and Possible Action on CTH Y(STH 66 to Dewey Drive) Preliminary Speed Study Results Page 16 of 44 Highway Committee Meeting Minutes July 21, 2026 Page 2 of 2 A motion was made by Member S. Fritz, seconded by Member S. Potocki to extend the 45-mph speed limit north to a point 1,200 feet north of Sharonwood Lane. Motion carried by unanimous vote. 7. Discussion and Possible Action on CTH KK(Timberline Road to CTH A) Preliminary Speed Study Results A motion was made by Vice Chair S. Cieslewicz, seconded by Member S. Fritz to: • Adjust the 55-mph speed zone southern limit, to end at a point 480 feet north of Timberline Court • Establish a 45-mph speed zone from a point 480 feet north of Timberline Court to a point 575 feet north of the CTH B / Western Way / Wilson Street Intersection • Retain the existing 35-mph zone through the intersection with CTH B / Western Way / Wilson Street • Establish a 45-mph zone from a point beginning 1,020ft south of the intersection with CTH B / Western Way / Wilson Street to the intersection with CTH A Motion carried by unanimous vote. 8. Discussion and Possible Action on Rumble Strip Installation on CTH N east of CTH BB, Town of Buena Vista No Action Taken 9. Discussion and Possible Action on CTH E(CTH HH – Dam Road) Project Budget Amendment Request A motion was made by Member S. Fritz, seconded by Member S. Potocki to approve the CTH E(CTH HH – Dam Road) Project Budget Amendment Request. Motion carried by unanimous vote. 10. Discussion and Possible Action on Contract with Terra Ventures for Professional Real Estate Services for CTH R Project A motion was made by Member S. Potocki, seconded by Member S. Fritz to approve contract with Terra Ventures for Professional Real Estate Services for CTH R Project . Motion carried by unanimous vote. 11. Discussion and Possible Action on 2027 Equipment Purchase – Underbody Plows A motion was made by Member M.Jacowski, seconded by Member S. Potocki to approve 2027 Equipment Purchase – Underbody Plows. Motion carried by unanimous vote. NEXT MEETING DATE Tuesday, August 18, 2026 - 3:30pm ADJOURNMENT Adjourned at 4:12 p.m. Page 17 of 44 County Engineer – Lucas Meddaugh County Patrol Manager – Kory Kukuczka State Patrol Manager – David Johnson Parts Room / Shop Manager – Corey Giese Assistant Patrol Manager – Bob Lang /uni0046inance /uni004F/g431ice Supervisor – Stacy Zerby /uni0046inancial Associate III – Kristen Hancock Portage County Highway Department Nathan Check, PE Commissioner 800 Plover Road Plover, WI 54467 Phone: 715-345-5355 Fax:715 -345 -5356 Date: August 11, 2026 To: Highway Committee From: Nathan Check, P.E. Subject: Discussion and Possible Action on Resolution Revising and Updating County Ordinance 2.13.1, Establishment of Speed Zones Background: Wisconsin Statute 349.11 allows local authorities with respect to highways under their jurisdiction to modify speed restrictions upon the basis of an engineering and traffic investigation The resolution and proposed ordinance revisions are attached for the three speed zone areas previously approved by the Highway Committee. Analysis The Committee has previously approved the changes to three county highways which are below. -County Trunk Highway Y , Towns of Hull and Sharon. Forty-five miles per hour from the junction of STH 66 northerly a distance of 1.35 miles to a point 1,200 feet north of Sharonwood Lane --County Trunk Highway DB, Town of Dewey. Forty-five miles per hour from the junction of Interstate 39 northbound ramps northwesterly a distance of 1.3 miles to the Marathon County Line. - County Trunk Highway KK, Town and Village of Amherst. Forty-five miles per hour from a point 480 feet north of Timberline Court southeasterly to a point 575’ north of CTH B/Western Way/Wilson Street intersection. -County Trunk Highway KK, Town and Village of Amherst. Thirty-five miles per hour from a point 575’ north CTH B/Western Way/Wilson Street intersection southeasterly to a point 1,020 f eet south of the intersection with CTH B /Western Way / Wilson Street - County Trunk Highway KK, Town and Village of Amherst. Forty-five miles per hour from a point 1,020 feet south of the intersection with CTH B /Western Way / Wilson Street southeasterly a distance of 1.55 miles to the junction of County Trunk Highway A. Fiscal Impact: There is no fiscal impact for these changes. The speed limit signs will be updated as part of the general maintenance signing activities. Recommendation: Staff recommends approval of the ordinance revisions and corresponding Resolution. approval. Attachments: Resolution Ordinance Revisions Page 18 of 44 Created: 2025-10-02 11:53:56 [EST] (Supp. No. 6) Page 1 of 5 2.13.1 Establishment of Speed Limits. A traffic and engineering investigation having been made on the following described highways, the maximum permissible speeds at which vehicles may operate on said highways, which speeds are hereby established as reasonable subject to the approval of the State Highway Commission, shall be as set forth below upon the erection of standard signs giving notice thereof, all in Portage County Wisconsin: (1) County Trunk Highway A, Village of Almond. Twent y-five miles per hour from the junction of County Trunk Highway J northerly a distance of 0.44 miles to a point 420 feet north of the junction of Mill Street. (2) County Trunk Highway A, Village of Almond. Thirt y-five miles per hour from a point 685 feet north of the junction of Mill Street northerly a distance of 0.2 miles to the junction of Second Avenue. (3) County Trunk Highway A, Town of Amherst. Forty- five miles per hour from a point 540 feet west of the junction of the USH 10 Eastbound Ramp northerly a distance of 0.24 miles to the junction of County Trunk Highway KK/Western Way. (4) County Trunk Highway B, Village of Plover. Thirt y-five miles per hour from the junction of Business Highway "51" a/k/a Post Road easterly for a distance of 1.3 miles to the junction of Interstate 39 northbound ramps. (5) County Trunk Highway B, Village of Plover. Forty -five miles per hour from the junction of Interstate 39 northbound ramps easterly for a distance of 1.7 miles to a point 1,584 feet east of Kennedy Avenue. (6) County Trunk Highway B Town of Stockton. Forty- five miles per hour from a point 1,450 feet west of the junction of County Trunk Highway J easterly a distance of 0.55 miles to a point 1,610 feet east of the junction of County Trunk Highway J. (7) County Trunk Highway B/Western Way, Town of Amh erst. Forty-five miles per hour from a point 715 feet west of the junction of Mill Road easterly 1.1 miles to the junction of County Trunk Highway KK. (8) County Trunk Highway B, Town of Amherst. Forty- five miles per hour from the junction of County Trunk Highway KK northerly a distance of 1.63 miles to the junction of a point 1,830 feet east of the junction of McKinley Street. (9) County Trunk Highway D, Village of Almond. Thirt y-five miles per hour from a point 140 feet west of Elm Street easterly a distance of 0.25 miles to a point 450 feet west of the junction of Church Street. (10) County Trunk Highway D, Village of Almond. Twen ty-five miles per hour from a point 450 feet west of the junction of Church Street easterly a distance of 0.67 miles to a point 1,570 feet east of the junction of Fourth Street. (11) County Trunk Highway D, Village of Almond. Thir ty-five miles per hour from a point 560 feet east of the junction of Fourth Street easterly a distance of 0.19 miles. (12) County Trunk Highway D, Towns of Stockton, Amh erst, Buena Vista, and Lanark. Forty-five miles per hour from the junction of County Trunk Highway J easterly a distance of 7.8 miles to the junction with County Trunk Highway A. (13) County Trunk Highway E, Towns of Linwood and C arson. Forty-five miles per hour from the junction with County Trunk Highway C northerly for a distance of 1.16 miles to the junction of County Trunk Highway HH. (14) County Trunk Highway E, Town of Eau Pleine. Tw enty-five miles per hour from a point 870 feet east of Bridge Road easterly and southerly a distance of 0.57 miles to a point 220 feet south of DuBay Colony Road. Page 19 of 44 Created: 2025-10-02 11:53:56 [EST] (Supp. No. 6) Page 2 of 5 (15) County Trunk Highway G, Village of Junction Cit y. Twenty-five miles per hour from the junction of County Trunk Highway P northerly a distance of 0.53 miles to a point 110 feet north of North Limits Road. (16) County Trunk Highway I, Town of Sharon. Forty- five miles per hour from the junction with County Trunk Highway Z northerly a distance of 2.75 miles to the junction of Stoney Hill Drive. (17) County Trunk Highway J, Village of Almond. Thir ty-five miles per hour from a point 1,980 feet south of the junction of County Trunk Highway D northerly a distance of 0.18 miles. (18) County Trunk Highway J, Village of Almond. Twen ty-five miles per hour from a point 1,060 feet south of the junction County Trunk Highway D northerly a distance of 0.80 miles to a point 685 feet north of the junction of Mill Street. (19) County Trunk Highway J, Village of Almond. Thir ty-five miles per hour from a point 685 feet north of the junction of Mill Street northerly a distance of 0.2 miles to the junction of Second Avenue. (20) County Trunk Highway J, Town of Stockton. Fort y-five miles per hour from the junction of County Trunk Highway B northerly 1,060 feet. (21) County Trunk Highway J, Town of Stockton. Twen ty-five miles per hour from a point 1,060 feet north of the junction of County Trunk Highway B northerly a distance of 0.3 miles to a point 2,640 feet north of the junction of County Trunk Highway B. (22) County Trunk Highway J, Town of Stockton. Fort y-five miles per hour from a point 2,640 feet north of the junction of County Trunk Highway B northerly a distance of 0.55 miles to a point 300 feet north of the junction of Fourth Avenue. (23) County Trunk Highway J, Town of Stockton. Fort y-five miles per hour a point 320 feet south of Old 18 Road northerly a distance of 1.32 miles to a point 1,740 feet north of Custer Square. (24) County Trunk Highway K, Town of Stockton. Fort y-five miles per hour from the junction of County Trunk Highway D northerly a distance of 2.15 miles to the junction of County Trunk Highway B. (25) County Trunk Highway K, Town of Stockton. Thir ty-five miles per hour from the junction of USH 10 northerly a distance of 0.45 miles to the junction of Esker Road/Kisting Lane. (26) County Trunk Highway K, Towns of Stockton and Sharon. Forty-five miles per hour from the junction of Esker Road/Kisting Lane northerly 3.4 miles to a point 700 feet south of John's Lane. (27) County Trunk Highway K, Town of Sharon. Thirty -five miles per hour from a point 700 feet south of John's Lane northerly a distance of 0.49 miles to the junction of County Trunk Highway Z. (28) County Trunk Highway K, Town of Sharon. Thirty -five miles per hour from the junction County Trunk Highway Z northerly a distance .35 miles to the junction of STH 66. (29) County Trunk Highway M, Town of Carson. Thirty -five miles per hour from a point 440 feet east of the junction of North Oak Road easterly a distance of 0.41 miles to the junction of Arts Lane. (30) County Trunk Highway P, Village of Junction Cit y. Thirty-five miles per hour from a point 295 feet west of Kramer Avenue easterly a distance of 0.29 miles to a point 520 feet west of County Trunk Highway G. (31) County Trunk Highway P, Village of Junction Cit y. Twenty-five miles per hour from a point 520 feet west of the junction of County Trunk Highway G easterly a distance of 0.85 miles to a point 350 feet east of Tyler Road. (32) County Trunk Highway Q, Town of Amherst. Forty -five miles per hour from the junction of County Trunk Highway D northerly a distance of 3.2 miles to the junction of County Trunk Highway B. Page 20 of 44 Created: 2025-10-02 11:53:56 [EST] (Supp. No. 6) Page 3 of 5 (33) County Trunk Highway Q, Village of Amherst Junc tion. Twenty-five miles per hour from the junction of Main Street westerly and northerly to the junction of County Trunk Highway KK. (34) County Trunk Highway Q, Village of Nelsonville. Thirty miles per hour from the junction of County Trunk Highway SS (west) northerly a distance of 0.64 miles to a point 1,710 feet south of the junction of STH 161. (35) County Trunk Highway Q, Village of Nelsonville. Forty-five miles per hour from a point 1,710 feet south of the junction of STH 161 northerly a distance of 0.32 miles to the junction of STH 161. (36) County Trunk Highway R, Village and Town of Plo ver. Forty-five miles per hour from the junction of STH 54 northerly for a distance of 2.6 miles to a point 250 feet north of Black Oak Drive. (37) County Trunk Highway R, Village of Plover. Fort y miles per hour from a point 250 feet north of the junction of Black Oak Drive northerly for a distance of 2.45 miles to the junction of County Trunk Highway HH. (38) County Trunk Highway R, City of Stevens Point. Forty-five miles per hour from the junction of County Trunk Highway HH northerly for a distance of 1.2 miles to a point 280 feet south of the junction of Elmwood Road. (39) County Trunk Highway R, City of Stevens Point. Thirty-five miles per hour from a point 280 feet south of the junction of Elmwood Road northerly for a distance of 0.6 miles to its intersection of USH 10. (40) County Trunk Highway U, Town of Grant. Forty-f ive miles per hour from the junction with County Trunk Highway W, Town Line Road northerly a distance of 1.25 miles to a point 300 feet north of the junction of Ruby Avenue. (41) County Trunk Highway U, Town of Grant. Thirty- five miles per hour from a point 300 feet north of Ruby Avenue northerly a distance of 0.5 miles to the junction with South Park Road. (42) County Trunk Highway U, Town of Grant. Forty-f ive miles per hour from the junction of South Park Road northerly a distance of 0.75 miles to the junction of County Trunk Highway FF/County Trunk Highway W(West). (43) County Trunk Highway V, Town of Amherst. Forty- five miles per hour from the junction of County Trunk Highway A/B easterly a distance 2.1 miles to the function of County Trunk Highway T. (44) County Trunk Highway W, Town of Pine Grove. Th irty-five miles per hour from a point 720 feet north of the junction of Central Sands/Saddle Sore Lane southerly and easterly a distance of 1.12 miles to the junction of Isherwood Road. (45) County Trunk Highway W, Town of Pine Grove. Fo rty-five miles per hour from the junction of Isherwood Road easterly a distance of 1.36 miles. (46) County Trunk Highway Y, Town of Hull and Sharon. Forty-five miles per hour from the junction of STH 66 northerly a distance of 1.35 0.56 miles to a point 1,200 feet north of Sharonwood Lane . (47) County Trunk Highway Z, Town of Sharon. Thirty -five miles per hour from the junction of STH 66 southerly and easterly for a distance of 1.00 mile to a point 120 feet east of the junction of Edgewood Road. (48) County Trunk Highway Z, Town of Sharon. Forty- five miles per hour from a point 120 feet east of the junction of Edgewood Road easterly for a distance of 0.39 miles. (49) County Trunk Highway FF, Town of Grant. Forty- five miles per hour from the junction of County Trunk Highway U easterly a distance of 1.91 miles to a point 500 feet east of the junction of 95th Street. Page 21 of 44 Created: 2025-10-02 11:53:56 [EST] (Supp. No. 6) Page 4 of 5 (50) County Trunk Highway HH, Town of Carson. Forty -five miles per hour from the junction of County Trunk Highway HH/P northerly a distance of 0.28 miles to a point 765 feet south of the junction of USH 10 Eastbound Ramps. (51) County Trunk Highway HH, City of Stevens Point . Thirty-five miles per hour from a point 1,530 feet west of the junction of West Harding Avenue easterly for a distance of 0.24 miles to a point 245 feet west of the junction of West Harding Avenue. (52) County Trunk Highway HH, City of Stevens Point . Twenty-five miles per hour from a point 245 feet west of the junction of West Harding Avenue easterly for a distance of 0.25 miles to the Junction of STH 66/Clark Street. (53) County Trunk Highway HH, City of Stevens Point . Forty-five miles per hour from the junction of STH 66 easterly for a distance of 1.41 miles to a point 2,450 feet east of the junction of West River Drive. (54) County Trunk Highway HH, City of Stevens Point and Village of Whiting. Thirty-five miles per hour from a point 2,450 feet east of the junction of West River Drive easterly for distance of 1.98 miles to the junction of Business Highway "51" a/k/a Post Road. (55) County Trunk Highway HH, Village of Whiting. Tw enty-five miles per hour from the junction of Business Highway "51" a/k/a Post Road easterly for a distance of 0.8 miles to a point 560 feet east of the junction of Feltz Avenue. (56) County Trunk Highway HH, Village of Whiting and City of Stevens Point. Thirty-five miles per hour from a point 560 feet east of the junction of Feltz Avenue easterly a distance of 1.74 miles to a point 475 feet east of the junction of Venture Drive. (57) County Trunk Highway HH, City of Stevens Point . Forty-five miles per hour from a point 475 feet east of the junction of Venture Drive easterly a distance of 0.39 miles to a point 900 feet east of Badger Avenue. (59) County Trunk Highway KK, Town and Village of Am herst. Thirty-five miles per hour from a point 800 feet south of Timberline Court southeasterly a distance of 1.55 miles to the junction of County Trunk Highway A. 575’ north CTH B/Western Way/Wilson Street intersection southeasterly to a point 1,020 feet south of the intersection with CTH B /Western Way / Wilson Street. (59) County Trunk Highway MM, Town of New Hope. For ty-five miles per hour from a point 300 feet east of the junction of Taylor Road easterly a distance 0.45 miles to a point 300 feet west of the junction of Sunset Lake Road. (60) County Trunk Highway PP, Town of Linwood. Fift y miles per hour from the Wood County Line easterly to 900 feet northwest of Mill Creek Road. (61) County Trunk Highway PP, Town of Linwood. Fort y-five miles per hour from a point 900 feet northwest of Mill Creek Road easterly a distance of 1.0 mile to the junction of STH 66. (62) County Trunk Highway QQ, Town of Stockton. For ty-five miles per hour from the junction of USH 10 northerly a distance of 1.34 miles to the junction of Rolling Hills Road. (63) County Trunk Highway SS, Village of Nelsonville . Twenty-five miles per hour from the junction of High Street southerly and easterly a distance of 2,515 feet. (64) County Trunk Highway SS, Village of Nelsonville . Twenty-five miles per hour from the junction of County Trunk Highway Q westerly a distance of 1,960 feet. (65) County Trunk Highway WW, Town of Grant. Thirty -five miles per hour from the junction of County Trunk Highway U easterly 0.6 miles to a point 0.25 miles west of the junction of 90th Street. Page 22 of 44 Created: 2025-10-02 11:53:56 [EST] (Supp. No. 6) Page 5 of 5 (66) County Trunk Highway WW, Town of Grant. Forty- five miles per hour from a point 0.25 miles west of the junction of 90th Street easterly a distance of 3.25 miles to the junction of County Trunk Highway F. (67) County Trunk Highway DB, Town of Dewey. Forty-five miles per hour from the junction of Interstate 39 northbound ramps northwesterly a distance of 1.3 miles to the Marathon County Line. (68) County Trunk Highway KK, Town and Village of Am herst. Forty-five miles per hour from a point 480 feet north of Timberline Court southeasterly to a point 575’ north of CTH B/Western Way/Wilson Street intersection. (69) County Trunk Highway KK, Town and Village of Amherst. Forty-five miles per hour from a point 1,020 feet south of the intersection with CTH B /Western Way / Wilson Street southeasterly a distance of 1.55 miles to the junction of County Trunk Highway A. Page 23 of 44 RESOLUTION NO. _____________ TO: THE HONORABLE CHAIRMAN AND MEMBERS OF THE PORTAGE COUNTY BOARD OF SUPERVISORS: RE: REVISING AND UPDATING PORTAGE COUNTY ORDINANCE 2.13.1 ESTABLISHMENT OF SPEED ZONES WHEREAS, Wisconsin Statute 349.11 allows local authorities with respect to highways under their jurisdiction to modify speed restrictions upon the basis of an engineering and traffic investigation; and WHEREAS, traffic and engineering investigations have been made on the following described highways: County Trunk Highway DB in the Town of Dewey, CTH Y in the Towns of Hull and Sharon, and CTH KK in the Town and Village of Amherst; and WHEREAS, the maximum permissible speed at which vehicles may be operated on said highway which speed is herewith established as reasonably and safe pursuant to Wisconsin Statute 346.57 and 349.11, shall be set forth herein, subject to the erection of standard signs given notice thereof; and FISCAL NOTE: Funds for the replacement signs have already been allocated, budgeted and approved as part of the 2026 county maintenance budgets and adopted by the county board. A budget adjustment is not needed; and NOW, THEREFORE, BE IT RESOLVED, by the Portage County Board of Supervisors that the following speed zones are established for the following County Trunk Highways: -County Trunk Highway Y, Towns of Hull and Sharon. Forty-five miles per hour from the junction of STH 66 northerly a distance of 1.35 miles to a point 1,200 feet north of Sharonwood Lane --County Trunk Highway DB, Town of Dewey. Forty-five miles per hour from the junction of Interstate 39 northbound ramps northwesterly a distance of 1.3 miles to the Marathon County Line. - County Trunk Highway KK, Town and Village of Amherst. Forty-five miles per hour from a point 480 feet north of Timberline Court southeasterly to a point 575’ north of CTH B/Western Way/Wilson Street intersection. -County Trunk Highway KK, Town and Village of Amherst. Thirty-five miles per hour from a point 575’ north CTH B/Western Way/Wilson Street intersection southeasterly to a point 1,020 feet south of the intersection with CTH B /Western Way / Wilson Street - County Trunk Highway KK, Town and Village of Amherst. Forty-five miles per hour from a point 1,020 feet south of the intersection with CTH B /Western Way / Wilson Street southeasterly a distance of 1.55 miles to the junction of County Trunk Highway A. BE IT FURTHER RESOLVED, the Portage County Board of Supervisors hereby approves, adopts, and enacts the attached amendment to the Portage County Code of Ordinances 2.13.1 Establishment of Speed Zones; and BE IT FURTHER RESOLVED, that the foregoing revisions to the Portage County Code of Ordinances be posted to the world wide web from the County’s website, along with written paper format to remain available in the County Clerk’s office. DATED THIS 15 TH DAY OF SEPTEMBER 2026 Page 24 of 44 RESPECTFULLY SUBMITTED PORTAGE COUNTY HIGHWAY COMMITTEE Date: Augst 18, 2026 ______________ ____________ Dave Ladick(Chair) Steve Cieslewicz (Vice Chair) ____________ ____________ Stan Potocki Matt Jacowski _____________ Steve Fritz Page 25 of 44 County Engineer – Lucas Meddaugh County Patrol Manager – Kory Kukuczka State Patrol Manager – David Johnson Parts Room / Shop Manager – Corey Giese Assistant Patrol Manager – Bob Lang /uni0046inance /uni004F/g431ice Supervisor – Stacy Zerby /uni0046inancial Associate III – Kristen Hancock Portage County Highway Department Nathan Check, PE Commissioner 800 Plover Road Plover, WI 54467 Phone: 715-345-5355 Fax:715 -345 -5356 Date: August 11, 2026 To: Highway Committee From: Nathan Check, P.E. Subject: Discussion and Possible Action on 2026-19PC Bid – C urb & Gutter, Concrete Surface Drain Project Background: Highway staff had worked with the Purchasing Department to issue a Request for Bids for curb & gutter and concrete surface drains for the CTH D project. The work consists of 960 feet of concrete curb & gutter and 2 CY of concrete surface drains. Analysis: Three bids were received and are summarized below. 1. Concrete Creations of WI, Inc. Ringle WI $35,000. 00 2. Chippewa Concrete Services, Inc. Chippewa Falls, WI $35,426.48 3. Norcon Corp. Schofield, WI $51,210.00 After the bid opening, the low bidder notified the Purchasing Department that they would not be able to meet the project timelines required in the contract. Fiscal Impact: There are adequate funds in the CTH D construction budge to complete this work. Recommendation: Staff recommends the contract award to Chippewa Concrete Services, Inc.as they are the next lowest bid that is able to complete the project within the project timelines. Attachments: None Page 26 of 44 County Engineer – Lucas Meddaugh County Patrol Manager – Kory Kukuczka State Patrol Manager – David Johnson Parts Room / Shop Manager – Corey Giese Assistant Patrol Manager – Bob Lang /uni0046inance /uni004F/g431ice Supervisor – Stacy Zerby /uni0046inancial Associate III – Kristen Hancock Portage County Highway Department Nathan Check, PE Commissioner 800 Plover Road Plover, WI 54467 Phone: 715-345-5355 Fax:715 -345 -5356 Date: August 11, 2026 To: Highway Committee From: Nathan Check, P.E. Subject: Discussion and Possible Action on 2026-21PC Bid – Q uad Axle Body Build Background: Highway staff had worked with the Purchasing Department to issue a Request for Bids for the quad axle dump truck body build for our 2027 chassis. Analysis: Two bids were received and are summarized below. 1. Stainless & Repair, Inc. Marshfield, WI $54,735. 00 2. Upfit Works, LLC Green Bay, WI $59,976.00 For reference, Stainless & Repair pricing in 2024 was $53,775.00 for this same type of build. Fiscal Impact: The 2027 equipment budget will include $245,000 for the new quad axle dump truck which will adequately cover the chassis and build costs. Recommendation: Staff recommends the award to Stainless & Repair, Inc. They have completed this work as well as our patrol truck builds at a high quality in the past. Attachments: None Page 27 of 44 County Engineer – Lucas Meddaugh County Patrol Manager – Kory Kukuczka State Patrol Manager – David Johnson Parts Room / Shop Manager – Corey Giese Assistant Patrol Manager – Bob Lang /uni0046inance /uni004F/g431ice Supervisor – Stacy Zerby /uni0046inancial Associate III – Kristen Hancock Portage County Highway Department Nathan Check, PE Commissioner 800 Plover Road Plover, WI 54467 Phone: 715-345-5355 Fax:715 -345 -5356 Date: August 11, 2026 To: Highway Committee From: Nathan Check, P.E. Subject: Discussion and Possible Action on 2026-22PC Bid – S now and Ice Equipment Installation Background: Highway staff had worked with the Purchasing Department to issue a Request for Bids for the the snow and ice equipment installation for our 2027 chassis. Analysis: One bid was received and is summarized below. 1. Stainless & Repair, Inc. Marshfield, WI $342,000.0 0 base bid ($171,000/truck) $16,130.00 for increased anti-ice capability For reference, Stainless & Repair pricing per truck in 2026 was $171,991.00 for this same type of base build. In 2024 and 2025, the pricing was between $161k to $164k per truck. Fiscal Impact: The 2027 equipment budget will include $440,000 per truck for the new patrol trucks which will cover the chassis and build costs. Recommendation: Staff recommends the award to Stainless & Repair, Inc. They have completed this work at a high quality in the past. Attachments: None Page 28 of 44 Portage County 800 Plover Road Highway Department Plover, WI 54467 Nathan Check, PE Phone: 715-345-5355 Commissioner Fax: 715-345-5356 County Engineer – Lucas Meddaugh County Patrol Manager – Kory Kukuczka State Patr ol Manager – David Johnson Parts Room / Shop Manager – Corey Giese Assista nt Patrol Manager – Bob Lang Finance Office Supervisor – Stacy Zerby Financia l Associate III – Kristen Hancock Date: August 11, 2026 To: Highway Committee From: Nathan Check, P.E. Subject: Discussion and Possible Action on 2027 Equipment Purchase – Snow and Ice Equipment Background: Since 2014, the Department has been approved for single source purchasing through Burke for our snow and ice equipment for our patrol trucks. This equipment has been purchased directly from Burke versus the past practice of including it as equipment specified in our patrol truck build bids for two main reasons: 1. Cost-savings through the direct purchase with no additional mark-up or sales tax 2. Separating the snow and ice equipment into separ ate contracts allow for additional vendors to bid on the build contracts 3. Build-time and issue response times for the snow and ice equipment have improved through the direct contact. Over the years, costs have continued to increase and staff has researched other possible vendors. As stated in last year’s memo, the Highway Department would be completing a full review as part of the 2027 builds to evaluate other vendors as well. One vendor with comparable products and positive reference checks was Universal Truck who has also supplied our underbodies in the past. They also have pricing through a Minnesota DOT state contract. Analysis: Pricing for the equipment was compared between the two vendors and are summarized below. 1. Universal $106,326.00 2. Burke $137,933.13 For comparison, last year’s price from Burke was $104,595.00 for similar equipment. Fiscal Impact: The 2027 equipment budget will include $440,000 per truck for the new patrol trucks which will cover the chassis, equipment, and build costs. The two plow chassis and their equipment will be included in next year’s Machinery budget but it is prudent to lock these prices in now to avoid any large equipment price increases or surcharges. Page 29 of 44 Portage County 800 Plover Road Highway Department Plover, WI 54467 Nathan Check, PE Phone: 715-345-5355 Commissioner Fax: 715-345-5356 County Engineer – Lucas Meddaugh County Patrol Manager – Kory Kukuczka State Patr ol Manager – David Johnson Parts Room / Shop Manager – Corey Giese Assista nt Patrol Manager – Bob Lang Finance Office Supervisor – Stacy Zerby Financia l Associate III – Kristen Hancock Recommendation: Staff recommends that the Committee review and approve the purchase of the snow and ice equipment from Universal. In addition to the $106,326.00, Universal will also mount the underbodies that we have committed to purchasing from them and this cost will be reduced from the truck build contract. The total contract with Universal would then total $11.806.00. Attachments: None Page 30 of 44 Portage County 800 Plover Road Highway Department Plover, WI 54467 Nathan Check, PE Phone: 715-345-5355 Commissioner Fax: 715-345-5356 County Engineer – Lucas Meddaugh County Patrol Manager – Kory Kukuczka State Patr ol Manager – David Johnson Parts Room / Shop Manager – Corey Giese Assista nt Patrol Manager – Bob Lang Finance Office Supervisor – Stacy Zerby Financia l Associate III – Kristen Hancock Date: August 11, 2026 To: Highway Committee From: Nathan Check, P.E. Subject: Discussion and Possible Action on Resolution to Portage County Ordinance Chapter 2 Public Peace and Order, Section 2.28 Regulation of Boating Upon Bear Creek Background: The CTH II bridge over Bear Creek located north of CTH PP in the Town of Linwood is scheduled to be replaced in 2027 as part of the Wisconsin Department of Transportation’s(DOT) Local Bridge Improvement Assistance Program. As part of the agency and environmental coordination for the project, the Wisconsin Department of Natural Resources(DNR) is requiring boating restrictions under the bridge during construction due to safety concerns Analysis: Wisconsin state law allows counties, towns, villages, cities, public inland lake protection and rehabilitation districts and town sanitary districts to enact local boating regulations in the interest of public health, safety or welfare, which includes the public’s interest in preserving the state’s natural resources. State boating law provides a general framework for regulation, but it is up to the governing entity to provide regulations tailored to local conditions. The DNR provides a template ordinance to utilize for these types of projects and it is attached. It is a similar ordinance which was utilized during the 2019 CTH A bridge over the Tomorrow River project. While Bear Creek has less recreational traffic than the Tomorrow River, it does provide for an extra level of safety to pass the ordinance and restrict boat traffic during construction. Fiscal Impact: There is no fiscal impact on the County for passing the ordinance. Recommendation: Staff recommends that the Committee review and approve the attached resolution and ordinance. Attachments: Resolution Ordinance 2.28 Page 31 of 44 2.29 REGULATION OF BOATING UPON BEAR CREEK 2.29.1 - Applicability and Enforcement. The provisions of this Ordinance shall apply to the waters of Bear Creek. This chapter shall be enforced by the officers of Portage County. 2.29.2 - Intent. The intent of this ordinance is to provide safe and healthful conditions for the enjoyment of aquatic recreation consistent with public rights and interests and the capability of the water resources. 2.29.3 - State Boating and Safety Laws Adopted. State boating laws as found in Wis. Stats. §§ 30. 50 – 30.71 are adopted by reference. 2.29.4 - Penalties. Wisconsin state boating penalties as found in Wis. Stats. § 30.80 and deposits established in the Uniform Deposit and Bail Schedule established by the Wisconsin Judicial Conferences, are hereby adopted by reference and all references to fines amended to forfeitures and all references to imprisonment deleted. 2.29.5 - Severability. The provisions of this ordinance shall be deemed se verable and it is expressly declared that Portage County would have passed the other provisions of this ordinance irrespective of whether or not one or more provisions may be declared invalid. If any provision of this ordinance or the application to any person or circumstances is held invalid, the remainder of the ordinance and the application of such provisions to other persons or circumstances shall not be affected. 2.29.6 - Boat Restriction Area. No person shall operate a motorboat or nommotoriz ed boat, as defined in Wis. Stats. §§ 30.50(6) and 30.50(7) on the waters of Bear Creek within the right of way at the crossing of County Highway II during the bridge construction project. The boat restriction area will be in pla ce from April 1, 2027 to October 31, 2027. 2.29.7 - Posting Requirements. Portage County shall place and maintain a synopsis of this ordinance at all public access points within the jurisdiction of the County pursuant to the requirements of Wis. Admin. Code § NR 5.15. 2.29.8 - Effective Date. This ordinance shall take effect on April 1, 2027. 2.29.9 - Sunset Date. This ordinance will therefore sunset at midnight on October 31, 2027 unless otherwise amended, rescinded, or extended by future action by the Portage County Board of Supervisors. Page 32 of 44 RESOLUTION NO. _____________ TO: THE HONORABLE CHAI AND MEMBERS OF THE PORTAGE COUNTY BOARD OF SUPERVISORS: RE: REVISION TO PORTAGE COUNTY ORDINANCE CHAPTER 2 PUBLIC PEACE AND ORDER, CREATING SECTION 2.29 REGULATION OF BOATING UPON BEAR CREEK WHEREAS, the CTH II bridge over Bear Creek located north of CTH PP in the Town of Linwood is scheduled to be replaced in 2027 as part of the Wisconsin Department of Transportation’s Local Bridge Improvement Assistance Program; and WHEREAS, as part of the agency and environmental coordination for the project, the Wisconsin Department of Natural Resources is requiring boating restrictions under the bridge during construction due to safety concerns; and WHEREAS, state law allows counties, towns, villages, cities, public inland lake protection and rehabilitation districts and town sanitary districts to enact local boating regulations in the interest of public health, safety or welfare, which includes the public’s interest in preserving the state’s natural resources. State boating law provides a general framework for regulation, but it is up to the governing entity to provide regulations tailored to local conditions; and WHEREAS, the authority to enact local regulation is found in Wis. Stats. Chapter 30, sections 30.77(2) and 30.77(3) (Local Regulation of Boating), and Wis. Stats. Chapter 33; and WHEREAS, based on the foregoing, this purpose of this resolution is to approve Portage County Code of Ordinances Section 2.29 Regulation of Boating Upon Bear Creek, as set forth in the attachment. FISCAL NOTE: There are no fiscal obligations for the county associated with this resolution. NOW, THEREFORE, BE IT RESOLVED that the Portage County Board of Supervisors hereby approves, adopts, and enacts the attached revision to the Portage County Code of Ordinances by creating the attached Section 2.29 Regulation of Boating Upon Bear Creek. DATED THIS 15 th DAY OF September, 2026 RESPECTFULLY SUBMITTED, HIGHWAY COMMITTEE Date: August 18, 2026 ______________ ______________ Dave Ladick - Chair Steve Cieslewicz - Vice Chair ____________ ____________ Stan Potocki Matt Jacowski _____________ Steve Fritz Page 33 of 44 Portage County 800 Plover Road Highway Department Plover, WI 54467 Nathan Check, PE Phone: 715-345-5355 Commissioner Fax: 715-345-5356 County Engineer – Lucas Meddaugh County Patrol Manager – Kory Kukuczka State Patr ol Manager – David Johnson Parts Room / Shop Manager – Corey Giese Assista nt Patrol Manager – Bob Lang Finance Office Supervisor – Stacy Zerby Financia l Associate III – Kristen Hancock Date: August 11, 2026 To: Highway Committee From: Nathan Check, P.E. Subject: Discussion and Possible Action on Resolution to CTH R(STH 54 to CTH B) Relocation Order and Plat Background: Attached is the final plat and relocation order for the CTH R reconstruction project planned for 2028. Analysis: The project will require fee and temporary limited easement acquisitions from 12 parcels plus 9 release of utility rights. Fiscal Impact: While there is not fee for the plat and relocation order, there will be costs associated with the actual acquisition. As mentioned in last months memo regarding the acquisition consultant, the local costs for the CTH R project which include real esteate will be covered by the Village of Plover per the Memorandum of Understanding(MOU) and Jurisdictional Transfer Agreement(JTA) for the CTH R corridor. These costs will be billed back to the Village upon the County receiving the invoicing. Recommendation: Staff recommends that the Committee review and approve the attached relocation order and plat. Attachments: CTH R Relocation Order CTH R Plat Page 34 of 44 RELOCATION ORDER RE1708 01/2023 Project ID 6808-03-00 Road name CTH R Highway STH 54 – USH 10 STH 54 to CTH B County Portage Right of way plat date Plat sheet number(s) 4.01-4.07 Previously approved Relocation Order date N/A Description of termini of project: Beginning at a point 58.255 feet north and 602.571 feet west of the Southeast corner of Section 35, T23N, R8E; thence northerly 2.008 miles to a point 195.070 feet south and 62.722 feet east of the Northeast corner of Section 26, T23N, R8E; Begin Coordinate: Y = 167168.386 X = 182192.662 End Coordinate: Y = 177461.337 X = 182843.707 To properly establish, layout, widen, enlarge, extend, construct, reconstruct, improve, or maintain a portion of the highway designated above, it is necessary to relocate or change and acquire certain lands or interests in lands as shown on the right of way plat for the above project. To effect this change, pursuant to authority granted under Sections 83.07 and 83.08, Wisconsin Statutes, Portage County orders that: 1. The said highway is laid out and established to the lines and widths as shown on the plat. 2. The required lands or interests in lands as show n on the plat shall be acquired by in the name of Portage County, pursuant to the provisions of Section 84.09(1) or (2), Wisconsin Statutes. 3. This order supersedes and amends any previous or der issued by the Agency. Approving Authority Date Print Name Page 35 of 44 Little Plover R. PLOVER B Arnott 54 Plover 51 BUS R 151 153 TOMORROW R/W PROJECT NUMBER PLOT NAME : X:\PT\P\PORTH\185422\4-PRELIM-DSGN-RPTS\CIVIL 3D-CTH R\RW\DWG\040101-RP.DWGFILE NAME :8/11/2026 2:52 PMPLOT DATE :PLOT BY :SEH FEDERAL PROJECT NUMBER SHEET NUMBER TOTAL SHEETS PLAT OF RIGHT OF WAY REQUIRED FOR LAYOUT SCALE0 TOTAL NET LENGTH OF CENTERLINE = CONSTRUCTION PROJECT NUMBER ACCEPTED FOR DATE: (Signature) COUNTY REVISION DATE OFPORTAGE 6808-03-00 STH 54 - USH 10 STH 54 TO CTH B CTH RPORTAGE COUNTY 4.01 7 1.0 MILES 2.008 MILES 6808-03-70 THIS PLAT IS A GRAPHIC REPRESENTATION AND IS FOR REFERENCE PURPOSES ONLY. DEEDS MUST BE CHECKED TO DETERMINE PROPERTY BOUNDARIES AND ACCESS RIGHTS. CONVENTIONAL SYMBOLS W SECTION LINE QUARTER LINE SIXTEENTH LINE NEW REFERENCE LINE NEW R/W LINE CORPORATE LIMITS UNDERGROUND FACILITY NEW R/W (FEE OR HE) (HATCHING VARIES BY OWNER) (COMMUNICATIONS, ELECTRIC, ETC) EXISTING R/W OR HE LINE PROPERTY LINE R/W MONUMENT TRNON-MONUMENTED R/W POINT FOUND IRON PINIP (TYPE) P.L. SIGNOFF-PREMISE SIGN SIGN SIGN EASEMENT AREA (PERMANENT LIMITED OR RESTRICTED DEVELOPMENT) BUILDING TRANSMISSION STRUCTURES ELECTRIC POLE TELEPHONE POLE PEDESTAL (LABEL TYPE) (TV, TEL, ELEC, ETC.) COMPENSABLE NON-COMPENSABLE ACCESS RESTRICTED BY ACQUISITION NO ACCESS (BY STATUTORY AUTHORITY) ACCESS RESTRICTED (BY PREVIOUS PROJECT OR CONTROL) BRIDGE PARCEL NUMBERUTILITY NUMBER2540 SIXTEENTH CORNER MONUMENT #1-25 NW TEMPORARY LIMITED EASEMENT AREA LOT, TIE & OTHER MINOR LINES GEODETIC SURVEY MONUMENT SECTION CORNER SYMBOL TO BE REMOVED SECTION CORNER MONUMENT (TO BE SET) (1-INCH UNLESS NOTED) SLOPE INTERCEPT 25 26 24 23 9 18 PARALLEL OFFSETS NO ACCESS (NEW HIGHWAY) CULVERT CONVENTIONAL UTILITY SYMBOLS W G T OH E TV FO SAN SS WATER GAS TELEPHONE OVERHEAD TRANSMISSION LINES ELECTRIC CABLE TELEVISION FIBER OPTIC SANITARY SEWER STORM SEWER ELECTRIC TOWER ACCESS RIGHTSAR ACRESAC AHEADAH ALUMINUMALUM AND OTHERSET AL BACKBK BLOCKBLK CENTERLINEC/L CERTIFIED SURVEY MAPCSM CONCRETECONC COUNTYCO COUNTY TRUNK HIGHWAY CTH DISTANCEDIST CORNERCOR DOCUMENT NUMBERDOC EASEMENT EASE EXISTINGEX GAS VALVEGV GRID NORTHGN HIGHWAY EASEMENTHE IDENTIFICATIONID LAND CONTRACTLC LEFTLT MONUMENTMON NATIONAL GEODETIC SURVEY NGS NUMBERNO OUTLOTOL PAGEP POINT OF TANGENCYPT PERMANENT LIMITED PLE EASEMENT POINT OF BEGINNINGPOB POINT OF CURVATUREPC POINT OF COMPOUND CURVE PCC POINT OF INTERSECTIONPI PROPERTY LINEPL RECORDED AS(100') REEL / IMAGER/I REFERENCE LINER/L REMAININGREM RESTRICTIVE DEVELOPMENT RDE EASEMENT RIGHTRT RIGHT OF WAYR/W SECTIONSEC SEPTIC VENTSEPV SQUARE FEETSF STATE TRUNK HIGHWAYSTH STATIONSTA TELEPHONE PEDESTALTP TEMPORARY LIMITED TLE EASEMENT TRANSPORTATION PROJECT PLAT TPP UNITED STATES HIGHWAY USH VOLUMEV CONVENTIONAL ABBREVIATIONS CURVE DATA ABBREVIATIONS /DELTA LONG CHORDLCH LONG CHORD BEARINGLCB RADIUSR DEGREE OF CURVED CENTRAL ANGLE LENGTH OF CURVEL TANGENTT DIRECTION AHEADDA DIRECTION BACKDB (Date) (Signature) Original Plat Prepared by END RELOCATION STA 206+00.00 BEGIN RELOCATION STA 100+00.00 Y = 167168.386 X = 182192.662 195.070 FEET SOUTH AND 62.722 FEET EAST OF THE NORTHEAST CORNER OF SECTION 26, T23N, R8E 58.255 FEET NORTH AND 602.571 FEET WEST OF THE SOUTHEAST CORNER OF SECTION 35, T23N, R8E Y = 177461.337 X = 182843.707 R 8 E T 23 N POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCE SYSTEM COORDINATES (WISCRS), PORTAGE COUNTY , NAD83 (2011) IN US SURVEY FEET. VALUES SHOWN ARE GRID COORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES. ALL NEW RIGHT-OF-WAY AND PERMANENT EASEMENT MONUMENTS WILL BE TYPE 2 MONUMENTS (TYPICALLY 34" X 24" IRON REBARS), UNLESS OTHERWISE NOTED, AND WILL BE PLACED PRIOR TO THE COMPLETION OF THE PROJECT. ALL RIGHT-OF-WAY LINES DEPICTED IN THE NON-ACQUISITION AREAS ARE INTENDED TO RE-ESTABLISH EXISTING RIGHT-OF-WAY LINES AS DETERMINED FROM PREVIOUS PROJECTS, OTHER RECORDED DOCUMENTS, CENTERLINE OF EXISTING PAVEMENTS AND/OR EXISTING OCCUPATIONAL LINES.. RIGHT-OF-WAY BOUNDARIES ARE DEFINED WITH COURSES OF THE PERIMETER OF THE HIGHWAY LANDS REFERENCED TO THE U.S. PUBLIC LAND SURVEY SYSTEM OR OTHER "SURVEYS OF PUBLIC RECORD". DIMENSIONING FOR THE NEW MEASURED RIGHT-OF-WAY IS ALONG AND PERPENDICULAR TO NEW REFERENCE LINES. A PERMANENT LIMITED EASEMENT (PLE) IS A RIGHT FOR CONSTRUCTION AND MAINTENANCE PURPOSES, AS DEFINED HEREIN, INCLUDING THE RIGHT TO OPERATE NECESSARY EQUIPMENT THEREON AND THE RIGHT OF INGRESS AND EGRESS, AS LONG AS REQUIRED FOR SUCH PUBLIC PURPOSE, INCLUDING THE RIGHT TO PRESERVE, PROTECT, REMOVE, OR PLANT THEREON ANY VEGETATION THAT THE HIGHWAY AUTHORITIES MAY DEEM DESIRABLE, BUT WITHOUT PREJUDICE TO THE OWNER'S RIGHTS TO MAKE OR CONSTRUCT IMPROVEMENTS ON SAID LANDS OR TO FLATTEN THE SLOPES, PROVIDING SAID ACTIVITIES WILL NOT IMPAIR OR OTHERWISE ADVERSELY AFFECT THE HIGHWAY FACILITIES. A TEMPORARY LIMITED EASEMENT (TLE) IS A RIGHT FOR CONSTRUCTION PURPOSES, AS DEFINED HEREIN, INCLUDING THE RIGHT TO OPERATE NECESSARY EQUIPMENT THEREON, THE RIGHT OF INGRESS AND EGRESS, AS LONG AS REQUIRED FOR SUCH PUBLIC PURPOSE, INCLUDING THE RIGHT TO PRESERVE, PROTECT, REMOVE, OR PLANT THEREON ANY VEGETATION THAT THE HIGHWAY AUTHORITIES MAY DEEM DESIRABLE. ALL (TLEs) ON THIS PLAT EXPIRE AT THE COMPLETION OF THE CONSTRUCTION PROJECT FOR WHICH THIS INSTRUMENT IS GIVEN. PROPERTY LINES SHOWN ON THIS PLAT FOR PROPERTIES BEING IMPACTED ARE DRAWN FROM DATA DERIVED FROM FILED/RECORDED MAPS AND DOCUMENTS OF PUBLIC RECORD. THIS PLAT MAY NOT BE A TRUE REPRESENTATION OF EXISTING PROPERTY LINES, EXCLUDING RIGHT-OF-WAY, AND SHOULD NOT BE USED AS A SUBSTITUTE FOR AN ACCURATE FIELD SURVEY. FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PORTAGE COUNTY HIGHWAY DEPARTMENT. PARCEL AND UTILITY IDENTIFICATION NUMBERS MAY NOT POINT TO ALL AREAS OF ACQUISITION, AS NOTED ON THE DETAIL PAGES. INFORMATION FOR THE BASIS OF EXISTING HIGHWAY RIGHT-OF-WAY POINTS OF REFERENCE AND ACCESS CONTROL ARE LISTED ON THE DETAIL PAGES. NOTES: T 22 N R 9 E 8/11/2026 Page 36 of 44 WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY:CONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBERDATEREVISION DATE0SCALE, FEETPS&EPLOT NAME : FILE NAME :8/11/2026 2:53 PMPLOT DATE :PLOT BY :SEH 44 PLAT SHEET SHEET X:\PT\P\PORTH\185422\4-prelim-dsgn-rpts\Civil 3D-CTH R\RW\DWG\040101-rp.dwg PARCELNUMBERSHEETNUMBER OWNER(S)INTERESTREQUIREDTLEACRES24.04DUSTIN KARCHESKIFEE / TLE0.05-0.050.0334.04HEIDI A MANCHESKIFEE / TLE0.02-0.020.0154.04JON J HAMERSKIFEE / TLE1.38-1.380.0764.04RODNEY A & MELISSA J VEZINAFEE / TLE0.02-0.020.0174.04KELLY D & KARLA J AMBLEFEE / TLE0.01-0.010.01134.05MARY A HAMERSKI SURVIVORS TRUSTFEE / TLE0.01-0.010.40 SCHEDULE OF LANDS & INTERESTS REQUIREDOWNER'S NAMES ARE SHOWN FOR REFERENCE PURPOSES ONLY AND ARE SUBJECTTO CHANGE PRIOR TO TRANSFER OF LAND INTERESTS TO THE COUNTY.NEWEXISTINGTOTALR/W ACRESREQUIRED CTH RPORTAGE6808-03-706808-03-00NTS 4.028-11-26N/A 144.05CTY R INVESTMENT LLCFEE / TLE1.44-1.440.05154.05MARLENE DUDAFEE / TLE0.31-0.310.08164.07DEL MONTE FOODS CORPORATION II INCTLE---0.07174.06GALE M & PAUL R KIRBYTLE---0.02214.07JAMES & ANGELA DINKINSTLE---0.02224.07SANKEY ACRES LLCTLE---0.14504.04, 4.05, 4.07AT&T - COMMUNICATIONSRELEASE OF RIGHTS514.04, 4.05, 4.07WISCONSIN PUBLIC SERVICE - GASRELEASE OF RIGHTS524.04XCEL ENERGY - ELECTRICRELEASE OF RIGHTS-- - -544.04, 4.05, 4.07WISCONSIN PUBLIC SERVICE - ELECTRICRELEASE OF RIGHTS564.05, 4.07VILLAGE OF PLOVER - WATERRELEASE OF RIGHTS574.06, 4.07AMHERST TELEPHONE CO - COMMUNICATIONSRELEASE OF RIGHTS584.07VILLAGE OF PLOVER - SANITARY SEWERRELEASE OF RIGHTS614.05SPECTRUM - COMMUNICATIONSRELEASE OF RIGHTS Page 37 of 44 100 105110115120125130135110R/L= N00°13'43"W 207 175180185190195200205 SEPV140145150155160165170 WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY:CONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBERDATEREVISION DATE0SCALE, FEETPS&EPLOT NAME : FILE NAME :8/11/2026 2:53 PMPLOT DATE :PLOT BY :SEH 44 PLAT SHEET SHEET X:\PT\P\PORTH\185422\4-prelim-dsgn-rpts\Civil 3D-CTH R\RW\DWG\040101-rp.dwg SE-SEBEGIN RELOCATIONSTA 100+00.00 CTH R /EISENHOWER AVE SECTION 35 CTH RPORTAGE6808-03-706808-03-00NTS 4.038-11-26N/A SW-SWSECTION 36 NE-SESECTION 35 SE-NESECTION 35 NW-SWSECTION 36 NE-SESECTION 26NW-SWSECTION 25 SW-NWSECTION 36 SE-SESECTION 26SW-SWSECTION 25 NE-SESECTION 26NW-SWSECTION 25 NE-NESECTION 26NW-NWSECTION 25 SW-NWSECTION 25 23 6 7 135 1514 17 2122 513 13 16 SW-NWSECTION 36SE-NESECTION 35 NW-NWSECTION 36NE-NESECTION 35 SE-NESECTION 26END RELOCATIONSTA 206+00.00 PLPLPLPL PLPLPLPLPL PLPLPL PLPLPL PL PL PLPLPLPLPLPLPLPL PLPL PLPL PLPL PL PLPLPLPL PL PL PLPLPL PLPL PLPL PL PL PL PLPLPLPLPLPLPLPL PL PL PL PLPLPLPLPL PLPL PLPL TOWN VILLAGE OFVILLAGEOFPLOVEROFPLOVER OFPLOVER TR35362123N8E TR2625353623N8E TR2324262523N8E TR353623N8E TR262523N8E CTH R /EISENHOWER AVE CTH R /EISENHOWER AVE JACKS DRBARBARA'S LNBEES LN PLEASANT DR TORREY PINES WAY CLEARVIEW CT SHADY DRGREEN PASTURES TRAIL STH 54 CTH B /PLOVER RD MATCHLINESTA 137+00 MATCHLINESTA 137+00 MATCHLINESTA 172+00 MATCHLINESTA 172+00 22 PL VILLAGEOFPLOVER TOWNOFPLOVERTOWNOFPLOVERPLPL PL PLPLPLPLPL JUNEBERRY RDPEAR LN BONNIE LN PL Page 38 of 44 WELLWELL 111GUYGUYGUY GUYGUY (?)FO(?)FO (?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO (?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO (?)FO(?)FO (?)T(?)T(?)T(?)FO(?)FO(?)FO (?)FO (?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO (?)FO (?)FO (?)FO (?)FO (?)FO (?)FO (?)FO (?)FO (?)FO (?)FO (?)FO (?)FO (?)FO (?)FO (?)FO (?)FO (?)FO (?)FO (?)FO (?)FO (?)FO (?)FO E E (?)G(?)G(?)G(?)G OH E E E E E E E E E E E E E E E EEE EFO FO G G G G G G G G G G G G G G GG OH OH OHOH OH4265IP 4263IP 4261IP 4260IP 4259IP 4258IP 4257IP 4253IP 4252IP4251IP 100 105 110 115 120 125 130 R/L= N44°08'10"E R/L= N66°49'20"E PI STA = 100+91.31Y = 167209.363X = 182274.262D = 1°54'35"T = 91.31'L = 182.56'R = 3000.00'PC STA = 100+00.00PT STA = 101+82.56RTDELTA = 3°29'12"PI STA = 103+46.82Y = 167309.948X = 182509.196D = 11°27'33"T = 100.30'L = 197.97'R = 500.00'PC STA = 102+46.52PT STA = 104+44.49LTDELTA = 22°41'09"PI STA = 106+07.94Y = 167499.242X = 182692.867D = 4°39'29"T = 66.88'L = 133.63'R = 1230.00'PC STA = 105+41.06PT STA = 106+74.69LTDELTA = 6°13'29"PI STA = 107+78.40Y = 167633.830X = 182797.684D = 19°05'55"T = 103.71'L = 199.70'R = 300.00'PC STA = 106+74.69PT STA = 108+74.39LTDELTA = 38°08'24" 301303304305306 307308309310 311312325326100 103104105 106107108109 113114115116117118121122 120 119313 302 R/L= N00°13'43"W PI 100+91.31 PI 103+46.82 PI 106+07.94102 PI 107+78.40 4256IP4255IP 112 110R/L= N00°13'43"W PC 102+46.52 PC 105+41.06 PT 101+82.56 PT 104+44.49 PT 108+74.39 PCC 106+74.69 300 101 TLE STATION & OFFSET TABLEPOINT300301302303304305306307308309310311312313 STATION106+08.00106+54.61106+74.79106+52.00106+65.78107+68.10108+13.14120+13.12120+19.38120+85.42120+92.22128+44.28127+90.00110+92.00 OFFSET30.32' LT33.00' LT57.00' LT82.00' LT105.00' LT125.00' LT66.00' LT84.00' LT133.00' LT127.00' LT75.00' LT160.00' RT50.00' RT34.00' RT R/W STATION & OFFSET TABLEPOINT100101102103104105106107108109110111112113114115116117118119120121122 STATION107+04.33106+72.64106+50.00106+95.15107+92.13108+50.00119+90.00120+19.64120+85.70121+09.00128+70.92128+71.85128+76.19128+43.21128+22.00119+57.00110+92.00110+92.00110+24.00110+24.00107+52.14107+42.66108+04.71 OFFSET46.96' RT0.00' RT27.33' LT75.00' LT77.00' LT40.50' LT48.52' LT94.00' LT85.00' LT49.27' LT54.07' LT0.00' RT127.38' RT128.50' RT50.00' RT50.00' RT50.00' RT23.14' RT23.57' RT34.00' RT63.79' RT59.59' RT0.00' RT (?)FO(?)FO EEFO G130 WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY:CONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBERDATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : FILE NAME : 8/11/2026 2:53 PMPLOT DATE :PLOT BY :SEH 44 PLAT SHEET SHEET X:\PT\P\PORTH\185422\4-prelim-dsgn-rpts\Civil 3D-CTH R\RW\DWG\040101-rp.dwg SE-SETOWN PL SECTION 35 CTH RPORTAGE6808-03-706808-03-004.048-11-26N/A 200100 CTH R / EISENHOWER AVE BEE'S LNBARBARA'SLN JACK'S DRBONNIE LNSTH 54 STH 54 PRAIRIE DR SHADY DR OF PLOVER PL PLPLPLPL PL PL PLPL PL PL PL PL PLPL PL PL PLPLPLPLPL 2 3 6 7 5 PL TR35362123N8E TR353623N8E FOUND MONUMENTSDESCRIPTIONXYPOINT4265167305.101182317.5331" IP4263167395.969182548.0522" IP4261167902.180182754.0961" IP4260168102.284182751.9481" IP4259168291.961182749.9221" IP4258168482.063182748.1364257168672.125182746.3894256168882.175182744.5764255168948.026182743.2514253169318.072182739.4154252169517.959182737.2474251169557.988182737.038 1" IP1" IP1" IP LEANING1" IP1" IP1 1/4" IP1 1/4" IP SW-SWSECTION 36 SEE SHEET 4.05 NW-SWSECTION 36 NE-SESECTION 35 FOUND HARRISON MONY= 167110.131X= 182795.2334298 50COMPUTED POSITIONFROM TIESSTA 128+71.14, 21.07' LTY= 169734.180X= 182768.237110' 66' 66' 66' PRAINWOOD ESTATESDOC 333177 36 35 34 33 32 31 30 29 28 27 16 15 141312 OL 2 SECTION LINEAPPROXIMATE SECTION LINEAPPROXIMATE SIXTEENTH LINE APPROXIMATEQUARTER LINE B B BB B B B B B B BB BBBB B B B DUSTINKARCHESKIHEIDI AMANCHESKI RODNEY A &MELISSA JVEZINAKELLY D &KARLA J AMBLE JON J HAMERSKI PLPL FEE 0.05 AC TLE 0.02 ACTLE 0.01 ACTLE 0.01 AC TLE 0.01 ACTLE 0.01 AC TLE SLOPES 0.05 AC FEE 0.02 AC FEE 0.06 AC FEE 1.32 ACTLE 0.02 AC FEE 0.02 ACFEE 0.01 AC SLOPEINTERCEPTS BEGIN RELOCATIONSTA 100+00.00Y = 167168.386X = 182192.662 POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCE SYSTEMCOORDINATES (WISCRS), PORTAGE COUNTY, NAD83 (2011), IN U.S. SURVEY FEET.VALUES SHOWN ARE GRID COORDINATES, GRID BEARINGS, AND GRID DISTANCES.GRID DISTANCES MAY BE USED AS GROUND DISTANCES.FOUND MONUMENTS INFORMATION SHOWN REPRESENTS TYPE AND LOCATION OFEXISTING MONUMENTS WITHOUT OPINION AS TO THEIR VALIDITY AND USE AS APROPERTY CORNER.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PORTAGECOUNTY HIGHWAY DEPARTMENT.ALL NEW RIGHT-0F-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 3/4" X 24" IRONREBARS), UNLESS OTHERWISE NOTED, AND WILL BE PLACED PRIOR TO THECOMPLETION OF THE PROJECT.ALL TLE'S ARE FOR SLOPE GRADING PURPOSES, UNLESS OTHERWISE NOTED. 58' OL 3 OL 3 73' 66'89' PL PL PLPLPL PLPL25 26 11 66' AT&TDOC. 11526150 AT&TDOC. 31487250 AT&TDOC. 31487250 AT&TDOC. 315513, 45008150WI PUBLIC SERVICECORP. - GASDOC. 50626351 XCEL ENERGY -ELECTRICDOC. 25016552 AT&TDOC. 315513, 45008150WI PUBLIC SERVICECORP. - GASDOC. 50626351XCEL ENERGY -ELECTRICDOC. 25016552 54 66' 180' PL ROAD NAMEBASIS OF EXISTING R/WYEAR1978PRAINWOOD ESTATES PLATCTH R / EISENHOWER RD/ BARBARA'S LN / JACK'SDR / SHADY DRCTH R / EISENHOWER RDWI STATUTE 82.31(2)1989PLAT OF RW PLOVER-WAUPACA CTY LINESTH 54 SIGN SIGN Page 39 of 44 BORE111 MHWVS WVMWVMWVM (?)FO (?)FO (?)FO (?)FO (?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO SANSANWW E EE E E E E E E E E E E E E E E E E E EE E E E E E E E E E E FO FOFOFO FO FO FO FO FO FO FOFOFO FO FO FO FO FO FO FO FOFOFOFO FO FOG G G G G G GG G G G G G G G G G G G G OH OH OH OH OH OH SEPV4251IP 4245IP4241IP 4269IP 130 135 140 145 150 155 311312325326 327328329330 331 332333334335336337 338339340341 358359113114 133130131 135136 134R/L= N00°13'43"W 4271IP4268IP4267IP4244IP4242IP4246IP4247IP 132 112 R/L= N00°06'30"ER/L= N00°13'43"W 4270IP 140137138139 PI 154+89.54 R/W STATION & OFFSET TABLEPOINT130131132133134135136137138139140 STATION154+21.00154+55.60154+88.60154+89.79154+92.34154+58.92141+83.58141+81.86141+81.62141+80.92154+21.09 OFFSET60.79' LT96.00' LT96.41' LT0.00' RT63.97' RT65.11' RT68.47' RT8.47' RT0.00' RT24.52' LT27.79' LT TLE STATION & OFFSET TABLEPOINT325326327328329330331332333334335336337338339340341 STATION128+74.00128+84.00136+90.00136+90.00137+15.00137+15.00144+70.00152+25.00153+85.00154+27.10154+47.74154+44.00154+55.24154+61.86154+43.00151+59.00149+92.00 OFFSET54.08' LT59.00' LT68.00' LT72.00' LT72.00' LT68.00' LT64.14' LT60.28' LT60.70' LT67.00' LT88.00' LT115.00' LT198.00' LT150.00' RT78.00' RT80.00' RT66.34' RT (?)FO(?)FOE EEEG G4251IP 110 MHWVMWVMWVM(?)FO (?)FO SANSANWWE EFOFOFO FO FO G1554271IPR/L= N00°06'30"E 4270IP PI 154+89.54 WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY:CONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBERDATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : FILE NAME : 8/11/2026 2:54 PMPLOT DATE :PLOT BY :SEH 44 PLAT SHEET SHEET X:\PT\P\PORTH\185422\4-prelim-dsgn-rpts\Civil 3D-CTH R\RW\DWG\040101-rp.dwgCTH RPORTAGE6808-03-706808-03-004.058-11-26N/A 200100 CTH R / EISENHOWER AVE SHADY DRGREEN PASTURES TRLPLEASANT DR SE-NESECTION 35SW-NWSECTION 36 NE-NESECTION 35NW-NWSECTION 36 LOT 1CSM 11077V 51, P57DOC 838791LOT 1CSM 8806V 36, P 36 A&B,DOC 671932 FOUND MONUMENTSDESCRIPTIONXYPOINT4241170544.022182871.2511 1/4" REBAR4242171044.116182792.2643/4" REBAR4244171634.079182788.7083/4" REBAR4245170477.964182870.9251 1/4" REBAR4246170462.862182856.3931 1/4" REBAR4247170342.321182857.1721" IP4267172092.873182785.7024268172320.675182784.2134271172388.511182848.0471" IP3/4" REBAR LEANING1" IP TR353623N8E TR2625353623N8E 4249FOUND HARRISON MONSTA 154+88.84, 27.97' LTY= 172351.836X= 182750.896 APPROXIMATEQUARTER LINE APPROXIMATE SIXTEENTH LINEAPPROXIMATE SECTION LINE PL PL PLPLPL PL PL PLPL PLPLPL PL PLPL PL PL PL PLPL PL PL PL HARVEST ACRESDOC 89192052 5453 HARVEST ACRESFIRST ADDITIONDOC 910626 13 14 1597969594939291 126' 66' 66' 66' 66' 66' PLPLPLPLPLPLPL PL PLPLPLPL PL MORNINGSTAR LN66' BB SECTION LINE MARY A HAMERSKISURVIVORS TRUST CTY RINVESTMENT LLCMARLENE DUDA TLE SLOPES 0.37 AC FEE 0.01 AC TLE 0.08 ACFEE 1.44 ACFEE 0.31 ACTLE 0.05 AC SLOPEINTERCEPTS 50COMPUTED POSITIONFROM TIESSTA 128+71.14, 21.07' LTY= 169734.180X= 182768.237 POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCE SYSTEM COORDINATES (WISCRS),PORTAGE COUNTY, NAD83 (2011), IN U.S. SURVEY FEET. VALUES SHOWN ARE GRID COORDINATES, GRID BEARINGS,AND GRID DISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES.FOUND MONUMENTS INFORMATION SHOWN REPRESENTS TYPE AND LOCATION OF EXISTING MONUMENTSWITHOUT OPINION AS TO THEIR VALIDITY AND USE AS A PROPERTY CORNER.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PORTAGE COUNTY HIGHWAY DEPARTMENT.ALL NEW RIGHT-0F-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 3/4" X 24" IRON REBARS), UNLESS OTHERWISENOTED, AND WILL BE PLACED PRIOR TO THE COMPLETION OF THE PROJECT.ALL TLE'S ARE FOR SLOPE GRADING PURPOSES, UNLESS OTHERWISE NOTED. PL TLE 0.01 AC TLE 0.02 AC PL PL 88'PLLOT 1CSM 837V 3, P 195,DOC 309119 PLPL VILLAGEOF PLOVER 13MARY A HAMERSKISURVIVORS TRUST AT&TDOC. 315513, 45008150 AT&TDOC. 315513, 45008150 WISCONSIN PUBLIC SERVICE- ELECTRICDOC. 85546554 WISCONSIN PUBLIC SERVICE- ELECTRICDOC. 88611054 VILLAGE OF PLOVER - WATERDOC. 90558756 51 61 61 57 Y= 172352.645X= 182778.864 4251169557.988182737.0381 1/4" IP 51 54 25'WISCONSIN PUBLICSERVICE EASEMENT SEE SHEET 4.04 SEE SHEET 4.06 ROAD NAMEBASIS OF EXISTING R/WYEAR2022HARVEST ACRES PLATCTH R / EISENHOWER RD/ SHADY DR CTH RWI STATUTE 82.31(2) 2025HARVEST ACRES 1ST ADDCTH R / EISENHOWER RD/ GREEN PASTURES TRL2005CSM 8806, V. 36, P. 36 A&B, DOC. 671932CTH R / EISENHOWER RD2018CSM 11077,V. 51, P. 57, DOC. 838791CTH R / EISENHOWER RD1975CSM 837, V. 3, P. 195, DOC. 309119CTH R / EISENHOWER RD/ PLEASANT DR PLEASANT DR VARIES 40'RESERVED BUT NOTDEDICATED PERCSM 562,DOC. 296938 Page 40 of 44 SEPV MH MH MH MH MH MH WVS WVMWVMWVM WVMWVMWVM WVM WVMWVMWVMWVM (?)FO (?)FO (?)FO (?)FO (?)FO SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANW W W W W W W W W W W W W W W W W WE E E E E E E E E E E E E E E E E EFO FOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFO FO FO FO FO FO FOG G G G G G G G G G G G G G G G G G G OHOHOHOHOHOHOHOH SEPV 4269IP 4279IP 4248IP 4281IP 4282IP4278IP155 160 165 170 175 1804272IP 333334335336337 338339 357358359133130131 1351344271IP4268IP132R/L= N00°06'30"ER/L= N00°13'43"W 4284IP4277IP4276IP4275IP4274IP4273IP160161 4270IP 4283IP4280IP 140PI 154+89.54 R/W STATION & OFFSET TABLEPOINT160161STATION157+09.00157+09.00OFFSET27.34' LT0.00' RTTLE STATION & OFFSET TABLEPOINT357358359STATION157+09.00156+50.00155+25.80OFFSET69.66' RT75.00' RT75.00' RT MHWVSWEFO FOFOFOFOGG SEPV 4269IP 15542714268IPR/L= N00°13'43"W WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY:CONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBERDATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : FILE NAME : 8/11/2026 2:55 PMPLOT DATE :PLOT BY :SEH 44 PLAT SHEET SHEET X:\PT\P\PORTH\185422\4-prelim-dsgn-rpts\Civil 3D-CTH R\RW\DWG\040101-rp.dwgCTH RPORTAGE6808-03-706808-03-004.068-11-26N/A 200100 CTH R / EISENHOWER AVEPLEASANT DR PLEASANT DR AUGUSTA CTTORREY PINES WAY PEAR LNJUNEBERRY RDSE-SESECTION 26 SW-SWSECTION 25 NW-SWSECTION 25NE-SESECTION 26 LOT 1CSM 011809DOC 900319LOT 2CSM 011809DOC 900319 GREEN TREE FARM PLAT OUTLOT 1 CSM 9042V 37, P 122 & ADOC 686281 VILLAGE WOODPOINTE 31 25 20 1 2 3 FOUND MONUMENTSDESCRIPTIONXYPOINT4268172320.675182784.2134248173564.017182723.6753/4" REBAR LEANING1" IPROAD NAMEBASIS OF EXISTING R/WYEAR2016VILLAGE WOOD POINTE PLATCTH R / EISENHOWER RD,TORREY PINES WAY CTH RWI STATUTE 82.31(2) 2016VILLAGE WOOD POINTE 1ST ADDCTH R / EISENHOWER RD2026GREEN TREE FARM PLATCTH R / EISENHOWER RD,PEAR LN4269172330.515183058.9193/4" REBAR4270172396.627183057.8053/4" REBAR4271172388.511182848.0471" IP4272172575.285182848.9841" IP4273172753.341182849.7271" IP4274172871.780182850.3331" IP4275172925.441182850.6531" REBAR4276173234.018182851.8933/4" REBAR4277173299.936182852.4723/4" REBAR4278173300.013182880.6671 1/4" REBAR4279173445.820182853.0243/4" REBAR4280173605.878182853.6833/4" REBAR4281173680.319182854.2163/4" REBAR4282174090.263182856.0263/4" REBAR W/ CAP4283174342.627182857.1683/4" REBAR W/ CAP4284175004.879182860.3121" IP TR2625353623N8E TR262523N8E 51COUNTY COORDSSTA 181+38.33, 20.41' RTY= 175001.469X= 182763.454 VILLAGE WOODPOINTE 1ST ADDITION 282930 19 CSM 11023, V. 51,P. 3, DOC. 834041CSM 9042, V. 37,P. 122-122A, DOC. 686281CSM 011809, DOC. 900319201720062023CTH R / EISENHOWER RDCTH R / EISENHOWER RDCTH R / EISENHOWER RD 272625242322212019 181766' 66' 130' 66' 66' 66' 130' BB B B B B BB B BAPPROXIMATE SECTION LINE SECTION LINE APPROXIMATE SIXTEENTH LINE APPROXIMATE SIXTEENTH LINE APPROXIMATE QUARTER LINE PL PLPLPL PLPL PL PL PL PL PL PL PL PLPLPLPLPL PLPL PLPLPL PLPLPL PL PL PL PL PL PL PLPL PL17GALE M &PAUL R KIRBY27 CSM 11023V 51, P 3DOC 834041TRANS 233RESTRICTIONS APPLY PLE PERDOCUMENT #922998TLE PER DOCUMENT #922998 TLE SLOPES 0.02 AC SLOPEINTERCEPTS 4249FOUND HARRISON MONSTA 154+88.84, 27.97' LTY= 172351.836X= 182750.896 POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCE SYSTEM COORDINATES (WISCRS),PORTAGE COUNTY, NAD83 (2011), IN U.S. SURVEY FEET. VALUES SHOWN ARE GRID COORDINATES, GRID BEARINGS,AND GRID DISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES.FOUND MONUMENTS INFORMATION SHOWN REPRESENTS TYPE AND LOCATION OF EXISTING MONUMENTSWITHOUT OPINION AS TO THEIR VALIDITY AND USE AS A PROPERTY CORNER.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PORTAGE COUNTY HIGHWAY DEPARTMENT.ALL NEW RIGHT-0F-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 3/4" X 24" IRON REBARS), UNLESS OTHERWISENOTED, AND WILL BE PLACED PRIOR TO THE COMPLETION OF THE PROJECT.ALL TLE'S ARE FOR SLOPE GRADING PURPOSES, UNLESS OTHERWISE NOTED. PLTOWNOFPLOVERVILLAGE OF PLOVER 28 3940414243444546 PL PL PLPL PLPLPL PL LOT 1CSM 7651V 28, P 131 & A,DOC 586762 2001CSM 7651, V. 28, P. 131 & A, DOC. 586762CTH R / EISENHOWER RD 181716 4243233 34 PLPL PLPL PL AMHERST TELEPHONE CO.DOC. 827082, 827252, 81877957 LIMITED PERMANENT EASEMENTAGREEMENT DOC. 9247982026CTH R / EISENHOWER RD,PLEASANT DR Y= 172352.645X= 182778.864 USGS MONITORING WELLSEE SHEET 4.05 SEE SHEET 4.07 Page 41 of 44 GUYGUYWELL ELELELELELGUYGUYWVM MH MH MH MH MH MHWVM WVM WVMWVM WVMWVMWVMWVM WVM WVM E (?)FO(?)FO(?)FO(?)FO (?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO(?)FO E E E E E EE E E E EE GGGGG SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANW W W W W W W W W W W W W W WE EE E E E E EFO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFO FO FO FO FO FO FO FO FO FO FO FO FO FOG G G G G G G G G G G G G G G G G OHOHOHOHOHOHOHOH4286IP 207 185 190 195 200 205370371372373374 375376377378379380381382383 384385 386 400401R/L= N04°05'35"ER/L= N01°27'31"ER/L= N00°21'50"E PI 192+52.82Y = 176115.919X = 182785.972 PI 198+91.49Y = 176752.967X = 182831.557 PI 202+91.98Y = 177153.324X = 182841.751 4284IP 4288IPR/L= N00°06'30"E 4289IP4290IP4285IP4287IP EP 207+95.36Y= 177656.696X= 182844.947 TLE STATION & OFFSET TABLEPOINT370371372373374375376377378379380381382383384385386 STATION195+77.00196+05.00197+47.00198+99.00199+21.00205+60.00204+81.00203+92.00201+50.00196+17.00196+05.00194+73.00194+73.00183+90.00183+53.07183+02.82182+78.00 OFFSET69.31' LT79.00' LT92.00' LT97.00' LT90.11' LT59.98' RT73.00' RT73.00' RT48.80' RT59.68' RT70.00' RT70.00' RT67.72' RT77.77' RT159.00' RT153.00' RT77.25' RT R/W STATION & OFFSET TABLEPOINT400401STATION205+60.00205+60.00OFFSET64.02' LT0.00' RT WISDOT/CADDS SHEET 75GRID FACTOR EHWY:COUNTY:CONSTRUCTION PROJECT NUMBERSTATE R/W PROJECT NUMBERDATEREVISION DATE 0SCALE, FEET PS&EPLOT NAME : FILE NAME : 8/11/2026 2:55 PMPLOT DATE :PLOT BY :SEH 44 PLAT SHEET SHEET X:\PT\P\PORTH\185422\4-prelim-dsgn-rpts\Civil 3D-CTH R\RW\DWG\040101-rp.dwgCTH RPORTAGE6808-03-706808-03-004.078-11-26N/A 200100 CTH R / EISENHOWER AVE CLEARVIEW CT CTH R SE-NESECTION 26SW-NWSECTION 25 NW-NWSECTION 25NE-NESECTION 26 16 HOMESTEAD FOREST LOT 1 CSM 9022V. 37, P. 102DOC. 684814 LOT 1 CSM 9022V. 37, P.102DOC. 684814 FOUND MONUMENTSDESCRIPTIONXYPOINT1" REBAR1" IPROAD NAMEBASIS OF EXISTING R/WYEAR2009HOMESTEAD FOREST PLATCTH R / EISENHOWER RDCTH RWI STATUTE 82.31(2)2006CSM 9022, V.37, P. 102, DOC. 684814CTH R / EISENHOWER RD1" IP1 1/4" REBAR3/4" REBAR LEANING3/4" REBAR3/4" REBAR 4284175004.879182860.312 TR262523N8E TR2324262523N8E 4291FOUND X IN CONCRETESTA 207+92.63, 63.96' LTY= 177656.407X= 182780.985 428542864287428842894290175162.983182861.295175371.096182862.780175213.416182861.647176416.051182869.415177082.689182888.874177232.411182902.103 21 22 16 130' 50' 157'PL PL PL PL PL PL PLPL PL PL PL APPROXIMATE QUARTER LINE APPROXIMATE SIXTEENTH LINEAPPROXIMATE SECTION LINESECTION LINE 155' 22JAMESDINKINSSANKEYACRES LLC SANKEY ACRES LLC DEL MONTE FOODSCORPORATION II INCTLE 0.07 AC TLE 0.02 ACTLE 0.04 AC TLE 0.02 AC SLOPEINTERCEPTS 51COUNTY COORDSSTA 181+38.33, 20.41' RTY= 175001.469X= 182763.454 TLE 0.08 AC POSITIONS SHOWN ON THIS PLAT ARE WISCONSIN COORDINATE REFERENCE SYSTEM COORDINATES (WISCRS),PORTAGE COUNTY, NAD83 (2011), IN U.S. SURVEY FEET. VALUES SHOWN ARE GRID COORDINATES, GRID BEARINGS,AND GRID DISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES.FOUND MONUMENTS INFORMATION SHOWN REPRESENTS TYPE AND LOCATION OF EXISTING MONUMENTSWITHOUT OPINION AS TO THEIR VALIDITY AND USE AS A PROPERTY CORNER.FOR THE CURRENT ACCESS/DRIVEWAY INFORMATION, CONTACT THE PORTAGE COUNTY HIGHWAY DEPARTMENT.ALL NEW RIGHT-0F-WAY MONUMENTS WILL BE TYPE 2 (TYPICALLY 3/4" X 24" IRON REBARS), UNLESS OTHERWISENOTED, AND WILL BE PLACED PRIOR TO THE COMPLETION OF THE PROJECT.ALL TLE'S ARE FOR SLOPE GRADING PURPOSES, UNLESS OTHERWISE NOTED. TOWNOF PLOVER 254 PLPLPL VILLAGE OF PLOVER - WATERDOC. 693223, 71029556 VILLAGE OF PLOVER - SANITARYDOC. 693223, 71029558 AT&TDOC. 693619, 703247, 42543150 575451 5754 575458 VILLAGEOF PLOVER END RELOCATIONSTA 206+00.00Y = 177461.337X = 182843.707SEE SHEET 4.06 CTH B / PLOVER RD 149'CTH B / PLOVER RD Page 42 of 44 Portage County 800 Plover Road Highway Department Plover, WI 54467 Nathan Check, PE Phone: 715-345-5355 Commissioner Fax: 715-345-5356 County Engineer – Lucas Meddaugh County Patrol Manager – Kory Kukuczka State Patr ol Manager – David Johnson Parts Room / Shop Manager – Corey Giese Assista nt Patrol Manager – Bob Lang Finance Office Supervisor – Stacy Zerby Financia l Associate III – Kristen Hancock Date: August 12, 2026 To: Highway Committee From: Nathan Check, P.E. Subject: Discussion on 2027 Highway Department Budget Background: The budget guidelines have been issued and the Highway Department has its budget hearing scheduled with Finance and the County Executive on August 27 th . The Highway budget is still a work in progress as final allocations for insurance and other items have not been finalized but attached is a high-level overview of the major accounts. Analysis and Fiscal Impact: Special Revenue Summary – Below is a summary of the overall anticipated bud get request for Special Revenue(County road/bridge related work). - Staffing –Wages are anticipated to be increased by 3% plus a step for all employees per the budget guidelines. We will also continue to add funding for CDL training in the event we need to hire a new employee without one, or we will begin to start sending employees with Class B CDL’s to get their Class A CDL’s. - 2027 Preservation – Work includes approximately 51 miles of crackfilling, chipsealing, and wedging. Pavement repairs such as wedging, overlays, and bridge maintenance will also be budgeted. - 2027 Construction and Paving –. The original plan f or the next reconditioning and resurfacing project for 2027 would be CTH T(CTH B to STH 161). This may change if CTH A(STH 161 to CTH Z) is not selected in the WisDOT Surface Transportation Program-Rural. Staff had submitted the application for CTH A last October which would complete the entire corridor between STH 161 and STH 66 as the northern portion was selected for STP funds and will be constructed in 2029. Additional paving projects may include an overlay on CTH D from I39 to CTH J which would also include paved shoulders. Structures are also being evaluated as both CTH E and CTH A structures have not been selected for funding under the WisDOT’s initial Local Small Structure program. - 2027 Design – The budget includes design funds for the CTH T corridor and multiple carried over local share design costs for the STP projects-CTH R and CTH A.. - Wetland project – Funds will be accounted for in a separate County account. Page 43 of 44 Portage County 800 Plover Road Highway Department Plover, WI 54467 Nathan Check, PE Phone: 715-345-5355 Commissioner Fax: 715-345-5356 County Engineer – Lucas Meddaugh County Patrol Manager – Kory Kukuczka State Patr ol Manager – David Johnson Parts Room / Shop Manager – Corey Giese Assista nt Patrol Manager – Bob Lang Finance Office Supervisor – Stacy Zerby Financia l Associate III – Kristen Hancock - 2027 General and Winter Maintenance– General mainte nance is expected to increase slightly for wages, equipment, and material inflation. - Vehicle Registration Fee – 2027 is scheduled to be a borrowing year for the improvement program and the $1.74M of revenue from the fee would be saved and reserved for 2028 projects. - Revenues – o Tax Levy – Estimated as flat from 2026. o General Transportation Aids(GTA) – Estimated flat f rom 2026. o Debt– Estimate will be provided as projects are fin alized. o Carryover – There are carryover funds that will not be expended in 2026 include the CTH O bridge and CTH A and R STP designs o Grants – We estimated approximately $369,000 of Cou nty Highway Improvement Program-Discretionary funding to help offset the costs of the CTH T project. In addition to the CTH A(STH 161 to CTH Z) project application, we are also waiting to hear from WisDOT on our Local Bridge Assistance application for the CTH O overlay project. - Bridge/Culvert Aid – Applications from towns are du e August 21 st which will be brought to the September Committee meeting for approval. Enterprise Summary – The Machinery Operations budget is projected to have small increases to the expenses for labor and parts which would be offset by the DOT equipment rates. The 2027 equipment purchases will be brought to a future meeting for approval. Recommendation: Staff recommends that the Committee provide input on the budget. As final allocations are received and budget details are entered, staff will provide additional information for the Committee. Attachments: None Page 44 of 44