6-9-26 – CC AGENDA FULL PACKET

Please note that, upon reasonable notice at least 24 hours in advance, efforts will be made to accommodate the needs of disabled individuals through appropriate aids and services or provide a video link for meetings. For additional information, or to request this service, please contact the City Clerk's Office at 715-479-8682 ext. 224,525 E. Maple Street, P.O. Box 1269, Eagle River WI 54521. Date of posting 6/8/2026 AGENDA NOTICE THE COMMON COUNCIL OF THE CITY OF EAGLE RIVER WILL HOLD A MEETING ON TUESDAY, JUNE 9, 2026, 6:00 PM AT CITY HALL, 525 E. MAPLE STREET IN EAGLE RIVER. The meeting will be available via Zoom at the following link: https://us06web.zoom.us/j/81145375663?pwd=bQHqovHJVhgsraba1g3yEoGUXFGtmf.1 Meeting ID: 811 4537 5663 Passcode: 064873 1. Call to Order 2. Pledge of Allegiance 3. Roll Call 4. Approve the agenda in any order 5. Approve Minutes of Previous Meetings 6. Discussion and Possible Action on the Following Agenda Items: a) Listing of Public Records Requests to the City of Eagle River b) MSA Monthly Updates i. Silver Lake Road project restoration finalization, and addition of rock to north shoulder, $TBD, Pitlik & Wick ii. Approval to remove the asphalt in the parking lot on Second Street, south of Wall, and replace it with millings and chipseal. MSA estimate, iii. Approval to add double chipseal for the parking lot of Second Street, south of Wall, Fahrner, $13,389.13 c) Northland Pines School District – Scott Foster retirement, and introduction to new District Administrator, Tony Duffek d) Eagle River Light & Water i. 2025 Compliance Maintenance Annual Report ii. Discussion of the Public Hearing and Review Process for Fluoridation of the Municipal Water Supply, including the Fluoridation Project funded by a Wisconsin Department of Health Services Grant. iii. Sludge update e) Department of Public Works i. Approval to change Yield sign at Main & Court Streets to a Stop sign. ii. Ordinance 605: Edits to Sec. 74-35. City of Eagle River yard waste disposal facility to reflect changes made in switching to the dumpster system, including size of branches, and operating hours. f) Golf Course i. Greens Update ii. Golf Pro Update a. Employee Play Policy – potential edits to policy g) Eagle River Fire Department – Fire Chief monthly update h) Eagle River Police Department - Police Chief monthly update on departmental activities i. Approval of Camera System for North Railroad/Farmers Market area, $2,383.64, Lorex. ii. Axon proposal, 10-year technology plan i) Administrator’s monthly update on activities of all departments j) Planning Commission: i. Approve Planning Commission recommendation for the bike/pedestrian crossing at Bridge and Spruce Steets pending timing of the construction is coordinated with the city, any alteration or destruction of existing sidewalks along Railroad St is coordinated with the city, and push button assemblies be installed on both the east and west side of Hwy 45 crossing as well as in the median. Carried on a roll call vote. k) Eagle River Chamber of Commerce – Application for over highway DOT Banner Permit – “Welcome to Eagle River – Please visit the Eagle River Visitors Center to pick up a visitor’s Please note that, upon reasonable notice at least 24 hours in advance, efforts will be made to accommodate the needs of disabled individuals through appropriate aids and services or provide a video link for meetings. For additional information, or to request this service, please contact the City Clerk's Office at 715-479-8682 ext. 224,525 E. Maple Street, P.O. Box 1269, Eagle River WI 54521. Date of posting 6/8/2026 guide”. Requesting signs be hung the week before the 4 th of July, Abbey Gatlin – Executive Director l) Street Closing/display of goods/event food trucks/temporary sign/amplification permits: i. Road Closures/Amplifying Device/Temp Signs: WRJO Street Dances: Thursdays from July 9 – August 13, 2026, 7PM – 9PM, Intersection of Wall and Main St, Road closures from 5:30PM – 9:30PM: Wall St – Railroad St to First St / Main Street Alley to Alley. Temporary signs at event, Bands, Boy Scouts food, VFW beer trailer in closed area. Trish Keeley m) Parade Application: Northland Pines High School, Homecoming Parade, September 18, 2026, 4:15PM, Staging at Silver Lake Road and City Hall, begin at Silver Lake Rd and Wall ending at Hwy 45. Ann Pickart n) Liquor License Renewals for a term of July 1, 2026 to June 30, 2027: Notice is hereby given that the undersigned have applied for a license to sell at the premises described below, in the City of Eagle River, Vilas County, Wisconsin, intoxicating liquor and fermented malt beverages as descripted by chapter 125 of the Wisconsin Statutes, subject to the limitations imposed by Chapter 125 of the Wisconsin Statutes and all acts amendatory thereof and supplementary thereto and hereby agree to comply with the laws, regulations. ordinances, and resolutions, state, federal, and loca l, affecting the sale of such liquors if a license be granted the undersigned. City of Eagle River 7/1/26 – 6/30/27 Intoxicating Liquor and/or Fermented Malt Beverage Licenses: Name DBA Physical Address Agent Class A Combination Liquor and Fermented Malt Beverages: CMAJ Co Arrow Gift Shop 201 E Wall St Mary Kate Hayes Dolgencorp LLC Dollar General Store 9967 1060 E Pine St Jessica M Allen Indianhead Oil Co LLC Circle K #2746049 226 S Railroad St Deborah Clemens Indianhead Oil Co LLC Circle K #27446257 928 N Railroad St Tyler Sims Krist Oil Co Krist Food Mart 114 W Pine St Stacy Oas Kwik Trip Inc. Kwik Trip 131 201 W Wall St Jennifer M Framnes T.A. Solberg Co Inc. Trigs Food and Drug 925 E Wall St Angela D Miller T.A. Solberg Co Inc. Trigs Shell Eagle River 1005 E Pine St Angela D Miller Ultra Mart Foods LLC Pick-n-Save #6351 711 N Railroad St Jeffrey A Doepke Walgreen Co Walgreens #12545 108 W Wall St Melissa Upchurch Class A Fermented Malt Beverages: Narayan Hotels Inc. AmericInn 200 W Pine St Prit Patel Ganshyam Hotels Inc. Days Inn 844 N Railroad St Prit Patel Class B Combination Liquor and Fermented Malt Beverages: Sandbaggers Clubhouse LLC Sandbaggers Clubhouse 457 E McKinley Blvd Michael E Anderson Brothermanz LLC Brothermanz Bar 207 E Wall St Crystel L Prather Edy B's Inc The White Spruce 419 N Railroad St Clarence E Blankenship Erins Pub & Grub LLC Erins Pub & Grub 933 N Railroad St Erin Dreger Riverstone Brewing Co Riverstone Brewing Co 219 N Railroad St Stephen J Skotzke Hodag Hospitality Holdings LLC Eagle Lanes 534 W Pine St Michael A Kocourek Smugglers LLC Smuggler's 123 S Railroad St Renee Holman Jessica's Cucina LLC Bortolotti's Cin Cin 1114 N Bluebird Rd Jessica Bortolotti-Johnstone The Craftsman American Tav The Craftsman American Tavern 118 S Main St Danny Goodrich The Tiny Tap LLC The Tiny Tap 127 S Railroad St Mark J Vanden Boom The Warehouse Inc. The Warehouse 107 S Railroad St Kim M Adamovich Veterans Resource Center Inc Veterans Resource Center 418 W Pine St Dennis Geiseman WCD Complex LLC WCD Complex 1311 N Railroad St Thomas M Anderson Williams Supper Clubs LLC Williams Pine Gables Supper Club 1002 W Pine St Gregory B Williams Mary Kate’s Wine Bar LLC Mary Kate’s Wine Bar 205 E Wall St Mary Kate Hayes Class B Beer: Hodag Hospitality Holdings LLC Hi Pines Campground LLC 1919 Hwy 45 N Michael A Kocourek Class C Wine: Dirty Kidz Crew LLC Toad in the Hole 121 S Railroad St Beth C Millin Class B Beer and Class C Wine: Aiello’s on Wall Street LLC Aiello’s on Wall Street 209 E Wall Street Tina M Aiello ER Walkers LLC Leifs Café 904 N Railroad St Raul Torres Trees for Tomorrow Inc. Trees for Tomorrow 519 E Sheridan St Amanda Gingerich Andy’s Up North LLC Andy’s Pontoon Saloon 220 E Wall St Andrew Lichtfuss Kim’s Wisconsin LLC Eagle Café 1010 E Wall St Shpendi Alimi o) Picnic licenses: i. Veterans Center: Denny Geisman, Agent Please note that, upon reasonable notice at least 24 hours in advance, efforts will be made to accommodate the needs of disabled individuals through appropriate aids and services or provide a video link for meetings. For additional information, or to request this service, please contact the City Clerk's Office at 715-479-8682 ext. 224,525 E. Maple Street, P.O. Box 1269, Eagle River WI 54521. Date of posting 6/8/2026 1) Temporary Class “B” Beer: Burger Bash, 6AM – 6PM, July 18, 2026 , First St to alley north of Wall from Beer Trailer 2) Temporary Class “B” Beer: WRJO Street Dances, Thursday evenings 7PM – 9PM, July 9 – August 13, 2026, Corner of S Main and Wall from Beer Trailer 3) Temporary Class “B” Beer: Chamber of Commerce 4th of July Party in the Streets, 6AM – 6PM, July 4, 2026, Main St south of Wall from Beer Trailer p) Operator’s Licenses: i. REGULAR: Peter Anderson III, Anthony Barrientos, Genevieve Borich-Coady, Elizabeth Carlton, Julia Eaker, Luis Gutierrez, Rene Kecker, Jolanta Kryska, Larissa Lukasiewicz, Elexius Martinson, Thomas Newkirk, Iris Nordine, Becky Nyman, Paige Oxford, Kristine Pieper, Jessica Pollack, Karen Sailer, Mallory Schmidt, McKenna Silsbury, Tom Stephens IV, Skylar Strejc, Thomas Stoltman, Matthew Tschannen, Shamra VanArk, Emilie Wenberg, Justin Wendorf, Lisa Wendorf, Luke Wessel, Eugeana Wiler, ii. TEMP: Nicole Hebert 6/20/26 q) Direct Sellers Permit: i. Tree-Ripe Fruit Co, Tanner Spaude seller, 6/10/26 – 12/9/26 Retail Produce at 810 N Railroad ii. Zurko Enterprises Inc., Flea Market at Vilas County Fairgrounds, September 5 and 6 , 2026, 7:00AM – 4:00PM, - Robert Zurko iii. Donald Malott – Catalina Hot Tubs, Ryan Simmons and Ally Campbell sellers, 7/29/26 – 8/11/26, Hot Tub Sales at Eagle Lanes from tent iv. Doodleluvbug Creations LLC, Justine and Adam Modjewski sellers, June 2026 – October 2026, Parking lot of Friendship House, Sundays 6AM – 1:30PM, sale of 3D prints from tent. v. Atlas Pasty LLC, Julie Greenwald seller, Pasties food truck, ex post facto approval- 6/5/26 at Tribute Brewery, future dates at Dollar General r) Taxi Drivers License: Christine Towne, VIP Group DBA Eagle River Taxi for term ending 4/30/27 s) Rescheduling of August Regular City Council Meeting due to conflict with Primary Election t) Approve payment of the bills for the City and the Golf Course 7. Adjourn. May 12, 2026 A meeting of the Common Council of the City of Eagle River was called to order at 6:00PM by Mayor Deb Brown. The Pledge of Allegiance was led by Clerk Bolte and was recited by all present. Roll Call: Jerry Burkett, Vic Washelesky, Kim Schaffer, and Dan Dumas. Also in attendance: Robin Ginner, Becky Bolte, Brad Adamovich, Tyler Salvinski, Mike Sanborn, Tony Sable, and Kyle Anderson. Motion by Burkett, 2nd by Washelesky to approve the agenda in any order. Carried, all. Motion by Dumas, 2nd by Schaffer to approve the minutes of 4-14-2026 Finance Committee and Common Council meetings. Carried, all. Mayor Brown welcomed Sage Rychlock of Daisy Troop 7168 who was in attendance to earn her democracy badge. a) Clerk and Administrator provided Council a listing of public records requests to the City of Eagle River for April 2026. b) MSA Monthly Updates: John Promer presented a written update including the 2026 Street Projects. Promer presented options and estimates for paving the parking lot located behind BMO Bank as an addition to the 2026 Street/Alley projects. Estimate for paving half of the lot was presented at $28,628 and the full lot estimate was presented at $56,183. Mayor Brown asked what the plan was for paying for this project and Ginner stated it would come from surplus funds and the money saved in the 2026 Capital Improvement plan for 2026 by removing a block of First Street. The State Municipal Agreement (SMA) is holding up the projects and if not received soon, First Street may have to wait. Washelesky asked about just repairing the main hole. Burkett stated this is a parking lot and a cost effective solution may be to remove the blacktop, gravel, and add millings. Promer estimated that solution to run $5,000 -$10,000. Motion by Burkett, 2 nd by Schaffer to remove blacktop, grade and add millings to the whole parking lot. Carried on a roll call vote, all. Promer presented that during the alley projects construction at both Nicolet & BMO alleys, alley traffic would need to be re-routed to exit north towards Wall St and that signage is available for proposed re-route. Motion by Washelesky, 2nd by Dumas to approve Nicolet & BMO 2026 alley traffic re-route during alley construction, having alley traffic exit to the north towards Wall St with MSA providing signage. Carried, all. Pitlik & Wick representative Justin Hoffman spoke on the pitted sidewalk condition in front of City Hall, citing concrete producers have integrated limestone into the concrete formula which makes the surface susceptible to chlorides, ie salt. The concrete had been replaced in 2024 and Hoffman reported it remains structurally sound. Recommendations for repair by Pitlik & Wick included applying a polymer base coating on the sidewalk for surface protection and assessing how the concrete fared over the winter season of salt usage. If that solution didn’t work, Pitlik would tear it up and replace, citing the surface pitting would probably happen again. Washelesky felt it was a fair solution but added the concrete finishers may be christening the surface with water causing the problem. Washelesky also stated applying two coats of clear linseed oil was a cheap solution for a protective coat. Both Washelesky and Burkett relayed appreciation to Pitlik for offering solutions and standing by their product. Motion by Washelesky, 2 nd by Dumas to allow Pitlik to repair the sidewalk in front of City Hall as presented with surface coating, allowing for full replacement if surface coating does not work. Carried on a roll call vote, all. Ginner presented the City has received a MSID funding award of $385,610 for the resurfacing of McKinley Blvd from Railroad to city termini. The estimate to resurface was received in October 2025 at $771,220. Although the funding award would give the city until 2031 to complete, Ginner expects the project would be done within the next couple of years. Agenda item m was addressed out of order. m) Kathy Linville of Republic Services introduced Operations Supervisor - Hauling Eagle River, Dirk Devries. Devries stated he has been employed by Republic for 33 years but only recently made the move to locate in Eagle River and is excited to a part of this community. c) Eagle River Light & Water: Sludge disposal update: Sanborn provided an update on sludge disposal, stating they were able to reduce the tank levels by 200,000 gallons with their spring spread. They remain in negotiations with a private owner of 20 acres that would allow up to 240,000 additional gallons of sludge spread subject to DNR inspection and approval. The option would be a great cost savings from the hauling to another facility option, but Sanborn encouraged the continued attempt to locate and purchase 40 acres suitable for spreading. Sanborn reported sludge test for PFAS showed the number increased and they will continue to monitor. Mike Sanborn, representing the Lions Club, gave an update on the construction of the Gremban Park bathrooms stating it is moving along smoothly, and is hopeful construction will be done by the end of June. Many contractors have provided free or reduced rates for services and materials. Burkett extended an offer to have his business, CENTURY 21 Burkett & Associates, sponsor a donor recognition plaque be made listing all of the donors for this project. Funding for restroom cleaning will be swapped with savings of porta potty removal. d) Eagle River Department of Public Works: Adamovich presented that the urinal at the Depot has a ten year history of problems, causing water to continually run and flood. Adamovich compared replacement prices to others that have been done at $1,000-$3,000. Adamovich solution would be to remove the urinal completely and cap the plumbing and make the restroom a unisex designation. Motion by Schaffer, 2 nd by Burkett to approve removal of urinal in Depot bathroom and conversion to Unisex designation. Carried on a roll call vote, all. e) Golf Course Greens Update: Kyle Anderson gave a verbal report stating the course came out of winter the best it’s been since he’s been Superintendent. Cold weather has sent them backwards. The grounds crew has been working on cleanup. Upcoming projects include adding sand to the bunkers and sod at the number 8 tee box. Golf Pro Update: Tony Sable provided a written report stating cold weather has led to 2026 revenues being down but believes it will rebound with warmer temperatures coming. Sable also represented the need for cart fleet maintenance, including cart batteries, and supplied a quote for potential upgrade by 2028. Agenda item K was addressed out of order. k) Requests to Keep Chickens: Wyatt presented request stating he had not spoken with neighbors about keeping chickens at this location. Motion by Burkett, 2 nd by Dumas to allow up to Six (6) chickens, no roosters, to be kept at 612 Wisconsin Street, Andrew Wyatt. Carried all. Young presented request with map and neighbor signatures from all sides but had not been able to connect with Vilas Title owner. Burkett stated this was a double lot that could potentially allow for a grant of up to 12 chickens. Motion by Burkett, 2 nd by Washelesky to allow up to Six (6) chickens, no roosters, to be kept at 114 N Main Street, Chelsea Young. Carried all. f) Eagle River Fire Department: Fire Chief Jim Randall provided a written update. Randall supplied statistics of activity. YTD from January – April 2025 the fire department responded to 57 calls, YTD from January to April 2026 the fire department responded to 104 calls. Three additional members completed Emergency Medical Responder class. Burkett asked if the fire department went on every medical call with Chief Randall replying no, they wait to be called in by Aspirus ER91. g) Eagle River Police Department: Salvinski provided a written report of PD activity for April including the conclusion of the Ripco Credit Union fraud case. Salvinski added the department is transitioning from Field Training Officer program to the more detailed Police Training Officer program. Chief Salvinski reported the PD tasers are in need of updating and is pursuing a quote. Burkett asked if taser replacement was budgeted for with Chief Salvinski stating no. h) City Administrator’s monthly update on activities of all departments: Clerk Bolte gave a verbal update on the city website and the ADA WCAG 2.1 Level AA Compliance Requirement by 4/2028. Bolte and Ginner have been in discussions with vendors about options to meet requirements. A loose estimate for the cost for an outside provider to rebuild and maintain city website and meet ADA compliance requirement would cost upwards of $10,000 for implementation the first year with $5,000 in annual fees. Additional vendors and options are being sought out, and staff will continue to monitor for any applicable grant availability. Ginner presented the 2026 chip seal bids received from Fahrner Asphalt Sealers in the amount of $112,741.83 and from Pitlik & Wick in the amount of $120,352.07. The budgeted amount for the project is $86,000. The proposed project includes chip sealing the full length of First Street from Sheridan Street to Tamarack Street; however, the northernmost block adjacent to the Courthouse, between Sheridan Street and Court Street, is currently planned for repaving as part of the 2026 road project. Ginner stated she remains hopeful that the City will receive the State Municipal Agreement (SMA) related to LRIP funding for that section of roadway. If awarded, that block would be removed from the chip seal project, reducing the overall project cost from the Fahrner bid amount of $112,741.83. Ginner further noted that, if delays in receiving the SMA continue, the City may consider removing the block of First Street from the 2026 repaving project while retaining it within this year’s chip seal project. To allow additional time for receipt of the SMA and to provide a clearer understanding of project scope and available funding, the Council discussed postponing award of the chip seal contract and scheduling a special meeting within the next several weeks. Motion by Washelesky, 2nd by Schaffer to postpone the 2026 chip sealing award and place on the agenda of Special City Council meeting to be scheduled before the June Regular Council meeting allowing time to receive SMA and acquire a full picture of project and funding. Carried, all. Ginner presented the 2026 chipseal bid from Fahrner at $112,741.83. The budgeted amount was $86,000. Ginner is hopeful to receive the SMA but if the SMA delay continues, there is a possibility of dropping a full block of First Street project for this year. To give additional time to receive the SMA, Council suggested holding a special meeting in a couple weeks to be able to get a more accurate state of the project and the available funding. Motion by Washelesky, 2 nd by Schaffer to postpone the 2026 chip sealing award and place on the agenda of Special City Council meeting to be scheduled before the June Regular Council meeting allowing time to receive SMA and acquire a full picture of project and funding. Carried, all. Ginner presented the YeaLink phones need to be wiped clean before they could be sold and that she has been unable to secure a company who would be able to do so, recommending secure disposal of old Yealink phone system through IT Strategies. Ginner to have IT Strategies provide a quote to bring back to next Council meeting. Ginner presented a potential Dog Park location on city owned lot on Commerce Loop. The lot is wet and would need fill. Discussion on why the Commerce Loop is not an ideal location and on other possible locations. Burkett stated he is working on securing a location and asked that Dog Park location be added to the upcoming Special City Council meeting to be scheduled before the Regular June Council meeting. i) Planning Commission: Motion by Schaffer, 2nd by Washelesky to accept the planning commission recommendation to approve conditional use permit to Eagle River Historical Society to place interpretive signs at the Square, Silver Lake Beach Park and Riverview Park with the condition that placement be done in coordination with Public Works at City representatives’ discretion. Carried on a roll call vote, all. Motion by Schaffer, 2 nd by Dumas to accept the planning commission recommendation to adopt Ordinance 604 to Amend Chapter 106 (Zoning) of the Municipal Code of the City of Eagle River, Wisconsin, by adding a Definition of "Excavation" to Section 106-1: Excavation. Any man-made cut, cavity, trench, depression, hole, or open pit in the earth's surface formed by the removal of soil, rock, earth, sand, gravel, or other materials, whether by mechanical equipment, hand tools, blasting, or other means. Excavation includes, but is not limited to, activities for foundations, basements, footings, trenches for utilities, grading for site preparation, or removal of unsuitable materials. This term does not include minor landscaping grading that does not exceed 12 inches in depth or 500 cubic feet in volume, or routine maintenance activities exempted under other provisions of this Code. Carried on a roll call vote, all. Ginner presented Comprehensive Plan update being done in conjunction with North Central Wisconsin Regional Planning Commission. Ginner reported the Planning Commission has reviewed Chapters 1-3 after NCWRPC made updates and review of Chapter 4 - Utilities & Community Facilities. Mayor Brown requested scheduling Special Planning Commission meetings for Comprehensive Plan update. Ginner to work with Commissioners to schedule. j) Eagle River Revitalization: Laura VanValkenberg of Great Headwaters Trails Foundation gave an update on the progression of the project to install a crossing of Highway 45 -Railroad Street at Spruce, to Riverview Park. GHT is collaborating with ERRP on the project. VanValkenberg stated the project has received a $50,000 Vibrant Spaces grant and a $50,000 Room Tax grant and GHT is closing the funding gap. To maintain funding awards, the project must be completed in 2026. VanValkenberg has an estimated final completion date of October 31, 2026. Construction will avoid weekends, holidays, and scheduled events to minimize traffic impact. The final plans are to be submitted to the Planning Commission for review. l) Discussion on proposal from the Town of Lincoln to re-open the Elm Drive Yard Waste site one day per week, with staffing to be provided and funded by Lincoln. Adamovich spoke to the volume increase Town of Lincoln users put on the 7 acre site. Burkett stated the city tried in the spirit of cooperation to combine with Town of Lincoln and abuse by a few ruined it. Mayor Brown added the Hwy G Landfill will be building a demo pit this year. Motion by Burkett, 2 nd by Schaffer, to politely decline the Town of Lincoln proposal to re-open the Elm Drive Yard Waste site one day per week with staffing provided and funded by Lincoln. Carried on a roll call vote, all. n) Motion by Schaffer, 2nd by Washelesky to adopt Resolution 1075, a resolution urging the Governor of Wisconsin and State Legislature to enact a comprehensive, transportation funding solution. Carried on a roll call vote, all. o) Street Closing/display of goods/event food trucks/temporary sign/amplification permits: Motion by Schaffer, 2nd by Dumas to approve Street Closing/Amplifying Device/Temp Signs permit to Veterans Resource Center for Come to the Coop to Support our Troops, August 19, 2026, 6AM – 7PM, First St closed from Wall to N alley - Tuesday PM no parking signs but leaving a lane open on First, Food and Beer at the Square, Signs at Square, Denny Geiseman. Carried, all. Motion by Dumas, 2nd by Washelesky to approve Amplifying Device permit to Bortolottis Cin Cin, Live music at Bortolotti's Cin Cin, 1114 N Bluebird Rd, Evenings May 15 – Sept 15, 2026, and at Grape Stomp event, all day Sunday July 19, 2026. Jessica Bortolotti. Carried, all. p) Picnic licenses: Motion by Burkett, 2nd by Dumas to approve Veterans Resource Center a Temporary Class “B” Beer license, Denny Geiseman Agent for the following event and location: Come to the Coop to Support our Troops, August 19, 2026, Corner of Wall St and First from Beer Trailer. Carried, all. q) Operators Licenses: Motion by Schaffer, 2nd by Washelesky to approve Regular Operators licenses to: Emily Anderson, David Blackberg, LeeAnn Block, Ramzey Britt, Leah Brown, Deborah Clemens, Kaylee Cornelius, Nicolas DiPersio, Ava Eswein, Lisa Foss, Melissa Gauthier, Amanda Gingerich, Tasha Grabowski, Marin Gross, Barry Grosswitz, Diedre Guigli, Joyce Hauser, John Hayes II, Haley Hering, Nicole McCall Hocking, Robert Kaczkowski, Julie Kitzke, Anne Klessig, Susan LaChapelle, Robert Leach, Joseph LaFata, Gail LaMantia, Bonnie Lamb, Donald Lynn, Tomas Marrugo, Hillary Marsh, Madi Meisenburg, Kylee Mullenbach, Nancy Olson, Kelvin Pitlik, Eric Radi, Russell Radowicz, Kaylin Reeb, Cindy Schultz, Skye Seymer, Tyler Sims, Kurtis Stapleton, Sharon Stapleton, Tracie Tappy, Anna VanPay, Rachel Viesselmann, Timothy Welch, Dana Wiedenbauer, Jayne Winblad. Carried, all. r) Motion by Schaffer, 2 nd by Dumas to approve Class A Beer/Liquor Successor Agent for liquor license period 7/1/25 to 6/30/2026: Indianhead Oil Co, LLC, DBA Circle K, 226 S Railroad, Tyer C Sims. Carried on a roll call vote, all. s) Direct Sellers Permit: Motion by Washelesky, 2nd by Schaffer to approve Direct Sellers Permit to Adrien K Kranz, Scott Brandenburg Seller, Nelsons Ace Parking Lot, Cheese, Honey and Maple Syrup, 6 month permit, approval and dates contingent on applicant submission of all required documents. Carried, all. t) Motion by Schaffer, 2 nd by Dumas to approve payment of the bills for the city and the golf course as recommended by the Finance Committee. Carried on a roll call vote, all. Motion by Washelesky, 2nd by Burkett to adjourn at 7:30PM. Carried, all. Becky J Bolte - Clerk May 26, 2026 A Special Session of the Common Council of the City of Eagle River was called to order at 4:00PM by Mayor Deb Brown. Roll Call: Jerry Burkett, Vic Washelesky, Kim Schaffer, and Dan Dumas. Also in attendance: Robin Ginner Motion/Second ,Washelesky/Schaffer, to approve the agenda in any order. Carried, all. a) 2026 Road Projects: a. Motion/Second, Burkett/Washelesky, to change the scope of the 2026 road project to remove one block of resurfacing 1st Street, from Sheridan to Court Streets. Roll call, carried. b. Motion/Second, Washelesky/Dumas, to accept the 2026 chipseal bid from Fahrner for $112,741.83. Roll call, carried. Passed. Kim Schaffer abstained. Ginner will come back to the June 9 Council meeting with a request to remove the asphalt at the parking lot on Second Street, south of Wall, and replace it with millings and chipseal. b) Golf Course: Motion/Second, Washelesky/Schaffer, to approve the estimate to carve the stump on the #17 fairway into a perched eagle by Chad Danczyk, $6,000. Carried, all.. Ginner informed the Council that there is plenty of money in the landscaping budget line item for the golf course to pay for this project, and still fund the rest of the projects for this coming season. Kyle Anderson informed the Council that he expects the contractor to begin work in about two weeks. c) Changes to Employee Policy Manual: Motion/Second, Washelesky/Dumas, to approve the definition of Retirement to be added to the Employee Policy Manual, and add a minimum of 10 years of service along with 50 years of age. Carried, all. d) Disposal of YeaLink Phone System: Motion/Second, Washelesky/Dumas, to dispose of the YeaLink phone system by IT Strategies, $254.80. Carried, all. Motion/Second, Burkett/Schaffer, to adjourn at 4:16 PM. Carried, all. Robin C Ginner, City Administrator Open Records Request Clerk - May 2026 1 2 3 4 5 6 A B C D REQUESTER DATE TOPIC Hours Vito Bortolotti 5/11/2026 PC 5-7-26 Meeting Recording 5 min Kathryn Craffey 5/13/2026 Square bldg demo notices/permit, Public Notice for demo, PC Quorum, Recording Policy, Term Limits, McKinley LRIP, Council meeting minutes (RCG) 1.5 hours League of WI Muni 5/14/2026 Municipality Roster 15 min Oshea Smith 5/19/2026 Vendor Transactions - Completed by Cory Hoffmann 15 min WI Dept of Admin 5/20/2026 Salaray/Benefit/Postions - (CH) 1.5 hours Open Records Requests City Administrator Date Request From Content Amount of time 05/28/26 Kathryn Craffey Camping, Fairgrounds/Riverside Park 10 minutes 05/26/26 Kathryn Craffey Employee policy manual and Retirement definition explanation. 5 minutes 05/18/26 Kathryn Craffey Zoning designation for both the fairgrounds and riverside park. 5 minutes 05/15/26 Chelsea Sims Evironmental and Development info for 123 N Railroad and 220 E Wall Street 45 minutes 05/13/26 Kathryn Craffey ERHS signage, Rotary square development history and TID program 20 minutes City of Eagle River UPDATE Page 1 of 2 \\msa-ps.com\fs\Project\00\00088\! City of Eagle River\2026 Update\6 9 26 Update.docx UPDATE  A Review of MSA ’s Commitment to Your Community CLIENT LIAISON: John Promer P.E. Phone: 715-304-0415 Cell: 715-605-2331 jpromer@msa-ps.com DATE: June 9, 2026 2026 STREETS PROJECT (R00088144) The project bid date was previously postponed to allow for coordination with Nicolet Bank and required DOT notification procedures. Following a special Council meeting, the portion of the project related to DOT notification was removed from the overall scope. With that revision completed, the shortened project is now moving forward and a new bid date has been established. This adjustment will not impact the ability to complete construction during the summer season. NON TID SERVICES 2025 (R00088145) The Non TID services contract allows MSA to respond quickly to small engineering service requests as they come up. SILVER LAKE ROAD (R00088117) • The project is substantially complete. • Walkthrough for final Punchlist completed on June 5, after compiling punchlist items; it will be sent to contractor to address these items. • MSA will monitor the grass growth before approving payment for the final retainage. Currently the project is under budget with Change Order # 1 pushing the project costs to slightly above the bid amount. Change Order #1 added drainage corrections near the end of Mc Faul Lane Project Contractor: Pitlik and Wick Bid amount $628,635.70 Project work completed to date $614,362.66 Change Order #1 completed to date $ 46,871.00 Pay Request #3 $173,005.44 Original Change Order #1 amount $ 52,936.00 The City of Eagle River was awarded a $320,971.32 MSID grant from WISDOT for the reconstruction of Silver Lake Road from the intersection of Sheridan Street and Silver Lake Road to the City limits (near the swimming beach). Our estimate at the time of the bid was $670,244. The planned project is to include replacement of the pavement and provisions for a sidewalk on the south side of the project. PROJECT UPDATE Page 2 of 2 \\msa-ps.com\fs\Project\00\00088\! City of Eagle River\2026 Update\6 9 26 Update.docx PROJECT UPDATE City of Eagle River June 9, 2026 GIS UPDATE (R00088098) The City upgraded their GIS apps in 2025 to the latest version of ESRI software called ArcGIS Experience Builder. The City continues to utilize their GIS apps for viewing, tracking maintenance and keeping inventory of City owned streets and utilities. USER AGREEMENT WITH LANDFILL UPDATE (R00088141) MSA will continue to facilitate User Agreement talks between the City of Eagle River and Highway G Landfill. The discussions relating to updating the agreement have paused, because the City is no longer accepting the landfill’s leachate. Additional conversations are anticipated in the coming months. MSA has also periodically shared information with the landfill and their engineer regarding leachate pretreatment. GENERAL WASTEWATER ASSISTANCE UPDATE (R00088143) MSA has provided various technical assistance to the City of Eagle River in recent months. • We have assisted in evaluation of potential new sites for land application and related items. • The DNR recently published a draft revision to their Interim Guidance for Land Application that is now in a public comment period. o MSA is reviewing the document o MSA provided the document to the City for reference o MSA reviewed the City’s effluent samples for biosolids o MSA recommended the City undertake influent sampling in efforts to gain a better understanding of potential PFAS sources o The City has been in communication with the DNR and kept them up to date WDNR INTENT TO APPLY – CLEAN WATER FUND AND SAFE DRINKING WATER LOAN PROGRAMS An ITA was submitted for sewer lining that was part of the Spruce and Third Streets project . An ITA does not obligate the City to proceed with a project. There is no fee for this service. It is important to think about what possible projects could come up in the next year to apply for . This should be looked at like a wish list . Funding changes will happen over the next year, and this is the required first step in using DNR loan and grant programs. PROPOSAL / CONTRACT Job. No. Date: June 04, 2026 Contact Name: Robin Ginner Contract Price $13,389.13 PURCHASER: CITY OF EAGLE RIVER ADDRESS: PO BOX 1269 EAGLE RIVER, WI 54521 TELEPHONE: (715) 479-8682 DESCRIPTION OF PROPERTY: Muni Parking Lot - 2nd Street P.O. Box 1269 Eagle River, WI 54521 1. FAHRNER Asphalt Sealers, L.L.C. (CONTRACTOR) and PURCHASER agree that, CONTRACTOR shall furnish the labor and materials to complete certain construction in accordance with the following specifications: Muni Parking Lot - 2nd Street Approximately 1,111 Square Yards Double Chip Seal Fine grade, water, and compact surface. Apply 170 degree emulsified asphalt by full- width spray distributor. Apply cover aggregate and spread uniformly over surface with full-width self propelled chip spreader. Roll with pneumatic-tired roller. Price: $11,242.47 Fog Seal Apply 170 degree diluted emulsified asphalt by full-width spray distributor. Price: $2,146.66 This proposal may be withdrawn if not accepted and received by CONTRACTOR within 20 days of the date above and/ or at any time before performance of the work hereunder upon CONTRACTOR'S determination that the PURCHASER is not creditworthy. 2. If proposal is accepted please sign, retain one copy and forward a copy to our office. 3. The undersigned ("PURCHASER") agrees to pay CONTRACTOR the total price of $13,389.13 and/or the unit prices specified above for the labor and materials specified above which payment shall be due upon completion of each stage of work. PURCHASER acknowledges that the specifications, conditions and price quotes specified above are satisfactory and hereby accepted. By my signature herein, I authorize CONTRACTOR to review personal OR business Credit Reports to evaluate financial readiness to pay amounts set forth in this Proposal/Contract. Acceptance of this Proposal includes acceptance of all the terms and conditions on back. CONTRACTOR: Fahrner Asphalt Sealers, LLC:906-367-0346 colton.tarsi@fahrnerasphalt.com Colton Tarsi (PRINT OR TYPE NAME) By: (CONTRACTOR REPRESENTATIVE) Date: June 04, 2026 PURCHASER: I have read and understand the terms and conditions on both sides of this contract. (PRINT OR TYPE NAME) By: (PURCHASER AUTHORIZED REPRESENTATIVE) Date of acceptance: Page 2 of 2 TERMS AND CONDITIONS NOTICE OF LIEN RIGHTS AS REQUIRED BY THE WISCONSIN CONSTRUCTION LIEN LAWS, CONTRACTOR HEREBY NOTIFIES OWNER THAT PERSONS OR COMPANIES FURNISHING LABOR OR MATERIALS FOR THE CONSTRUCTION ON OWNER’S LAND MAY HAVE LIEN RIGHTS ON OWNER’S LAND AND BUILDING IF NOT PAID. THOSE ENTITLED TO LIEN RIGHTS, IN ADDITION TO THE UNDERSIGNED CONTRACTOR, ARE THOSE WHO CONTRACT DIRECTLY WITH THE OWNER OR THOSE WHO GIVE THE OWNER NOTICE WITHIN SIXTY (60) DAYS AFTER THEY FIRST FURNISH LABOR OR MAT ERIALS FOR THE CONSTRUCTION. ACCORDINGLY, OWNER PROBABLY WILL RECEIVE NOTICES FROM THOSE WHO FURNISH LABOR OR MATERIALS FOR THE CONSTRUCTION, AND SHOULD GIVE A COPY OF EACH NOTICE RECEIVED TO THE MORTGAGE LENDER, IF ANY. CONTRACTOR AGREES TO COOPERATE WITH THE OWNER AND THE OWNER’S LENDER, IF ANY, TO SEE THAT ALL POTENTIAL LIEN CLAIMS ARE DULY PAID. ACCEPTANCE OF WORK All labor and material is conclusively accepted as satisfactory unless excepted to in writing within seven (7) days of perfor mance. EXTRA WORK All alterations or deviations from any of the terms of this contract shall be in writing and executed by the parties hereto. Any extra cost involved therein will become an extra charge to be paid by PURCHASER over and above the contract price. PURCHASER’S RESPONSIBILITIES PURCHASER acknowledges and understands that it shall be responsible for obtaining any and all permits which may be required i n connection with performance of this Proposal/Contract. Where applicable, PURCHASER shall also be respon sible for backfilling areas that border along the newly paved surface with appropriate material to eliminate potential cracking and uneven surface at the edge of the paved surface and for installing, replacing, maintaining and repairing shoulders. PURCHASER assumes all liability for any damages done to underground utilities and/or structures unless CONTRACTOR has been notified, upon accep tance of this Proposal, as to the specific location and depth of any such buried utility/structures. Unless exempt, in accepting this Proposal/Contract, PURCHASER acknowledges that it shall comply with the requirements of all applicable federal , state, and local employment laws, executive orders, codes and regulations (the “Requirements”) effective where the work and/or services are being performed including, but not limited to, 41 CFR §§ 60 -1.4(a)(1)-(8), 60-1.4(b), 60-1.4(c) or their successors effective where this Proposal/Contract is performed. To the extent required by law, all provisions of the Requirements are hereb y incorporated into and made a part of this Agreement and any applicable agreements of C ONTRACTOR. To the extent applicable, the Requirements include, but are not limited to, (1) prohibition of discrimination because of protected veteran status, disabili ty, race, color, religion, sex, sexual orientation, gender identity, national origin and because o f inquiry or discussion about or disclosure of compensation, (2) affirmative action to employ and advance in employment individuals without regard to race, sex, disability, or protected veteran status, (3) compliance with the Employee Notice cla use contained in 29 C.F.R. part 471, Appendix A to Subpart A, or its successors, (4) compliance with the EEO -1 and VETS -4212 reports filing requirements in 41 C.F.R. §§ 60 -1.7 and 41 C.F.R. §61 -300.10, or their successors, (5) compliance with paycheck transparency ob ligations of 48 C.F.R. § 22.2005, including the contract clause found at 48 C.F.R. § 52.222 -60, which is incorporated by reference as if fully set forth herein, (6) other affirmative action in employment, ( 7) required/certified payrolls, ( 8) social securit y acts, ( 9) unemployment compensation acts, ( 10) worker’s compensation acts, (1 1) equal employment opportunity acts and (1 2) the required contract provisions for Federal -Aid Construction Contracts, Form FHWA-1273, if applicable. When applicable, P URCHASER and CONTRACTOR shall abide by the requirements of 41 CFR 60 -300.5(a). This regulation prohibits discrimination against qualified protected veterans, and requires affirmative action by covered prime contractors and subcontractors to employ and advance in employment qualified protected veterans. When applicable, P URCHASER and CONTRACTOR shall abide by the requirements of 41 CFR 60 -741.5(a). This regulation prohibits discrimination against qualified individuals on the basis of disability, and requires affir mative action covered by prime contractors and subcontractors to employ and advance in employment qualified individuals with disabilities. INCLEMENT WEATHER Inclement weather may alter the completion of the work to be furnished hereunder. Furthermore, sp ecial consideration should be given if work is to be performed before May 1 or after October 15 in light of less than desirable weather conditions which could potentially impair the quality of th e work performed hereunder. WARRANTY All material is guaranteed to be as specified and all work is to be completed in a workmanlike manner according to standard p ractices. All labor and materials will be guaranteed against defect for one (1) year from date of installation. Due to Wisconsin winters and expansion and contraction of the ground, some cracking of the pavement may be experienced. There are no express or implied warranties of merchantability, quality, quantity or of fitness for any p articular purpose, which extend beyond those specifically set out in this document. All warranties are void if payment is not made as stipulated. DELINQUENCY CHARGE Payment is due and payable upon completion of each stage of the work. If PURCHASER defaults on the payment required, PURCHAS ER will be liable for all costs of collection, including reasonable attorney’s fees, and a delinquency charge on the balance at the maximum rates allowed by law . If PURCHASER is an organization as defined by Wis. Statutes, Section 421.301(28), the Delinquency Charge rate shall be 1.5% per month (18% APR) plus all costs of collection, including reasonable attorney’s fees. CONTRACTOR retains title to all merchandise covered by this Agreement until full payment is received according to the above terms of sale. PURCHASER consents in any action or legal proceeding relating to this Contract commenced by the CONTRACTOR to the personal jurisdiction of any c ourt that is either a court of record in the State of Wisconsin or a court of the United States located in the State of Wisconsin. It is hereby agreed that no legal action with respect to this contract may be brought by either party later than one (1) year after the cause of action accrues and that the party asserting such a legal action sh all be barred from any remedy thereto. INDIVIDUAL LIABILITY The undersigned PURCHASER agrees to be individually liable for all terms of the Agreement, regardless of whether he or she si gns individually or as an agent for the owner of the property upon which the work is being performed o r for any other individual, partnership or corporation. PRODUCT INFORMATION AND MAINTENANCE Since the asphalt in blacktop needs time to harden and cure, usually 6 -12 months, your asphalt pavement will remain soft and pliable during warm weather. During t his time, don’t park in the same spot every time and do not turn your steering wheel back and forth when your car is not moving. It is not unusual to experience some cracking over the winter due to the contraction and expansion of the ground, especially o ver culverts, pipes, electric wires, etc. Avoid gasoline and petroleum product spills as they will destroy your pavement. If spills do occur, immediately flush with lots of soapy water. If you decide to seal coat your pavement, wait until the summer fol lowing installation. BINDING EFFECT This Agreement shall be binding upon the parties hereto, their heirs, personal representatives, successors and assigns. ENTIRE AGREEMENT The entire contract is embodied in this writing. This writing constitutes the fi nal expression of the party’s agreement, and is a complete and exclusive statement of that agreement. In the event that any term of this contract is unenforceable, the remaining terms of the contract shall still be in full force and effect. DATE: 5/21/2026 2026 2026 GENERAL 1 Mobilization, Bonds, & Insurance 1 L.S. 30,000.00$ 30,000.00$ 2 Erosion and Sedimentation Control 1 L.S. 4,000.00$ 4,000.00$ 3 Traffic Control 1 L.S. 5,000.00$ 5,000.00$ 4 Turf Restoration 1 L.S. 5,000.00$ 5,000.00$ 5 Rock Excavation 15 C.Y. 250.00$ 3,750.00$ 6 Furnish & Install Silt Fence 100 L.F 3.00$ 300.00$ 7 Furnish & Install Erosion Mat Class 1 Urban, Type B 25 S.Y 3.00$ 75.00$ 8 Furnish & Install Inlet Protection, Type C 2 E.A. 100.00$ 200.00$ 9 Furnish & Install Inlet Protection, Type D-M 6 E.A. 125.00$ 750.00$ FIRST STREET SHERIDAN TO COURT 10 Remove Pavement 1,350 S.Y. 6.00$ 11 Furnish & Install 3" Thick Asphaltic Pavement 1,350 S.Y. 25.00$ $ 33,750.00 12 Furnish & Install 10" Thick Aggregate Base Course 1,350 S.Y. 18.00$ $ 24,300.00 13 Furnish & Install 3.0 Inch Thick Crushed Aggregate Shoulder 3/4-Inch 20 S.Y. 20.00$ $ 400.00 14 Unclassified Excavation 450 C.Y. 25.00$ $ 11,250.00 15 Sawcut Asphalt Pavement 200 L.F. 6.00$ $ 1,200.00 16 Remove & Reinstall Existing Casting w/New Adjustment Rings 5 EA. 450.00$ $ 2,250.00 17 Adjust Water Valve Box 3 EA. 500.00$ $ 1,500.00 ALLEY BETWEEN MAIN STREET & FIRST STREET SOUTH OF WALL STREET 18 Remove Pavement 650 S.Y. 6.00$ 19 Furnish & Install 3" Thick Asphaltic Pavement 650 S.Y. 25.00$ 16,250.00$ 20 Furnish & Install 10" Thick Aggregate Base Course 650 S.Y. 18.00$ 11,700.00$ 21 Unclassified Excavation 250 C.Y. 25.00$ 6,250.00$ 22 Sawcut Asphalt Pavement 650 L.F. 6.00$ 3,900.00$ ALLEY BETWEEN RAILROAD & MAIN STREET SOUTH OF WALL STREET 23 Remove Pavement 700 S.Y. 6.00$ 24 Furnish & Install 3" Thick Asphaltic Pavement 700 S.Y. 25.00$ 17,500.00$ 25 Furnish & Install 10" Thick Aggregate Base Course 700 S.Y. 18.00$ 12,600.00$ 26 Unclassified Excavation 250 C.Y. 25.00$ 6,250.00$ 27 Sawcut Asphalt Pavement 75 L.F. 6.00$ 450.00$ ALLEY NEAR BMO BANK 28 Remove Pavement 600 S.Y. 6.00$ 29 Furnish & Install 3" Thick Asphaltic Pavement 600 S.Y. 25.00$ 15,000.00$ 30 Furnish & Install 10" Thick Aggregate Base Course 600 S.Y. 18.00$ 10,800.00$ 31 Unclassified Excavation 200 C.Y. 28.00$ 5,600.00$ 32 Sawcut Asphalt Pavement 500 L.F. 6.00$ 3,000.00$ ALLEY NEAR NICOLET BANK 33 Remove Pavement 450 S.Y. 6.00$ 34 Furnish & Install 3" Thick Asphaltic Pavement 450 S.Y. 25.00$ 11,250.00$ 35 Furnish & Install 10" Thick Aggregate Base Course 450 S.Y. 18.00$ 8,100.00$ 36 Unclassified Excavation 150 C.Y. 25.00$ 3,750.00$ 37 Sawcut Asphalt Pavement 30 L.F. 6.00$ 180.00$ 38 Infiltration Trench 1 LS 12,000.00 $ 12,000.00$ City Parking Lot Near BMO Bank 39 Pulverize and Regrade Existing Asphalt Parking Lot 1 L.S. 15,000.00$ 15,000.00$ 40 Furnish & Install 3 Inch thick 7/8 Inch Recycled Asphalt 100 C.Y. 20.00$ 2,000.00$ 285,305.00$ 15% 42,795.75$ 328,100.75$ Disclaimers & Assumptions 1 1 2 3 4 Alley near Nicolet only from parking lot south ~235' create infiltration trench on bank property 5 City Parking lot - Pulverise, regrade and top with alsphalt millings This estimate of probable Construction cost is approximate. Actual construction bids may vary significantly from this estimate due to timing of bids,constructual schedule restraints, labor rate increases, material increases, or other factors beyond the control of the estimator. TOTAL ESTIMATED PROJECT CONSTRUCTION COST: ESTIMATED CONSTRUCTION SUBTOTAL Alley near BMO ~330' plus parking lot patch 65'+20' Contingency Alley Between Main and First ~325' long 16' wide Alley Between Railroad and Main ~210' long 16' wide CONSTRUCTION YEAR: ESTIMATE YEAR: ESTIMATE OF PROBABLE COSTS 2026 STREETS PROJECT CITY OF EAGLE RIVER ITEM NO. DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL PRICE - $74,650 $242,253.25 $210,655.00 $31,598.25 Remove 1st Street Yes, there have been lawsuits in Wisconsin over water fluoridation. These local disputes have historically challenged the constitutionality and health claims of fluoridation ordinances, as well as municipality decisions regarding the introduction or removal of fluoride in local water systems. [1, 2, 3] Notable cases and related proceedings include: • DeForest Lawsuit (2026): A resident in the village of DeForest, Wisconsin, filed a lawsuit seeking a temporary restraining order and injunction to stop the municipality from reintroducing fluoride into the public water supply. The village had previously voted to remove fluoride from the water, but later attempted to reintroduce it. [1, 2] • Fond du Lac Challenge (Historical): Citizens in Fond du Lac, Wisconsin, previously filed a lawsuit against the city requesting a permanent injunction to prevent water fluoridation. The legal challenge included claims that the fluoridation ordinance lacked a rational basis, that fluoride consumption caused serious injuries, and that it violated constitutional privacy rights. [1] • Federal EPA Lawsuits: Wisconsin residents and water industry workers have also been involved as plaintiffs in federal actions, such as TSCA (Toxic Substances Control Act) litigation against the EPA concerning the neurotoxicity of fluoride. [1, 2] Would you like to know more about the legal arguments used in these cases or explore the status of fluoridation debates in other specific Wisconsin municipalities? I have read through an article saying infants should be limited on bottle feeding with water containing fluoride. ER Light & Water Fluoridation The CONS of water fluoridation The concern about adding fluoride to drinking water usually falls into a few categories: health risks, ethics/consent, and distrust of public health policy. But it is important to sep arate established scientific evidence from claims that are weakly supported or disproven. Here is the balanced picture: 1. Why fluoride is added o Communities add small amounts of fluoride to water to reduce tooth decay. Major health organization like the World Health Organization , Center s for Disease Control an d Prevention, and American Dental Association support fluoridation because it has been shown to lower cavities, especially in children and lower-income populations. 2. Main criticisms and concerns o Risk of overexposure i. Too much fluoride over long periods can cause problems such as: 1. Dental fluorosis – faint white streaks or spots on teeth; usually mild. 2. Skeletal fluorosis – bone/joint problems at very high exposure levels, more common in places with naturally excessive fluoride. ii. Critics argue that people already get fluoride from toothpaste, mouth rinses, food, and beverages, so adding more through water could increase total exposure. o Possible neurological concerns i. Some studies have suggested that very high fluoride exposure may be associated with lower IQ scores in children. However, many of those studies involve fluoride levels much higher than those used in regulated water systems in the U .S. and Canada, or they have methodological limitations. ii. Research is ongoing and scientists still debate the significance of these findings at low fluoridation levels. o “Mass medication” argument i. Some people oppose fluoridation because they believe: 1. Individuals should choose whether to consume fluoride. 2. Governments should not add substances intended to affect health to public water. 3. This is more of an ethical/political argument than a medical one. o Concerns about industrial byproducts i. Some opponents worry about the source of fluoridation chemicals, such as fluorosilic ic acid used in water treatment. Public health agencies state that these additives are purified and regulated for safety, but distrust remains among some groups. 3. What mainstream evidence says o Most large reviews conclude that fluoridated water at recommended levels is generally safe and effective for reducing tooth decay. o In the U.S., the recommended level is about 0.7 mg/L, which is below levels associated with serious health effects. 4. Areas where there is legitimate debate o There is reasonable discussion about: i. Whether universal fluoridation is still necessary now that the toothpaste is widespread. ii. How to monitor total fluoride exposure. iii. Whether some infants or sensitive groups should have lower exposure. iv. Balancing public benefit vs individual choice. So, the issue is not simply “fluoride is poison” versus “fluoride is perfectly harmless.” The evidence supports benefits at regulated levels, while critics raise concerns about long term exposure, consent, and uncertainty around newer research. Total Cost to add Hydro fluosilicic Acid (Fluoride) to our municipal water between purchasing the chemical, employee time for testing, sample analysis and shipping is approx. $7,000 - $7,500 annually. The PROS of water fluoridation Adding fluoride to public drinking water can help reduce tooth decay across an entire population. This practice is called water fluoridation, and many public health organizations support it because of its dental benefits when fluoride levels are kept within recommended limits. Here are the main reasons it’s considered beneficial: 1. Prevents cavities o Fluoride strengthens tooth enamel, making teeth more resistant to acid from bacteria and sugary foods. o It can also help repair very early stages of tooth decay before cavities fully form. 2. Benefits everyone o Because it is in the water supply, people receive protection regardless of age, income, or access to dental care. o This is especially helpful for children and communities with limited dental services. 3. Cost-effective public health measure o Studies have shown that fluoridated water can reduce dental treatment costs by preventing cavities before they require fillings or extractions. 4. Supported by major health organizations o Organizations such as the World Health Organization, Centers for Disease Control and Prevention, and American Dental Association support community water fluoridation at regulated levels. 5. Uses very small amounts o Recommended fluoride concentrations are low and carefully monitored. In the U.S., the recommended level is about 0.7mg/L (milligrams per liter). There are also debates and concerns raised by some groups about possible health effects from excessive fluoride exposure. Most mainstream scientific reviews conclude that fluoridation at recommended levels is safe, though very high fluoride exposure can cause problems such as dental fluorosis (mild tooth discoloration) or, in extreme cases, bone issues. Why the discussion about the continuance of fluoride addition to our municipal water A few months ago, I was forwarded a WI De partment of Health grant opportunity for replacement and upgrades to fluoridation equipment. I applied for the grant for two new fluoride pumps, two new fluoride tanks with radar sensing equipment for measuring fluoride use totaling $6,042. We received the grant, but it did not cover an additional $2,685 of cost including shipping of material, DNR form sub mittal, installation labor and travel. I brought the additional cost to the Light & Water Commission for discussion and potential approval. A deeper discussion began pertaining to the discontinuance of fluoride addition to the city water. Before additional dollars were spent on more fluoridation equipment, it was thought that this would be an appropriate time to review the practice of fluoridation in our municipal water and whether we wanted to continue doing it. The Commission thought it best to bring the topic to the City Council as you would have the final say. Thanks to the assistance of Ai, I have put together a list of pros and cons stating a few of the hot topics associated with fluoridation. Required Process to Remove Fluoridation 1. Local Governing Body Action (City Council, Village Board, etc.) The municipal governing body (e.g., Common Council) must vote to discontinue fluoridation. This is almost always done by: o Amending or repealing the existing local ordinance that authorizes or requires fluoridation. o Passing a new ordinance that prohibits or stops the addition of fluoride. 2. Typical Steps in Practice (based on how Wisconsin communities have actually done it): o Committee/Commission Review: The issue is often first discussed in a utility commission, public works committee, or similar body. o Public Hearing: Most municipalities hold at least one public hearing to gather resident input. This is a best practice and often politically necessary, even if not strictly required by state law. o Council/Board Vote: The governing body votes on the ordinance change. A simple majority is usually sufficient. o Implementation: Once approved, the water utility stops adding fluoride. The DNR tracks this via the “Treatment Ended” date in their system. 3. Regulatory Notifications: o The water utility must follow Wisconsin DNR monitoring and reporting rules (NR 809). o No specific advance state approval is needed to stop adding fluoride (since it is not required in the first place). o The utility should update its treatment processes in the DNR’s Drinking Water System Portal. 4. Public Notification: o Municipalities usually notify residents through bills, press releases, website updates, or Consumer Confidence Reports. o Some issue a specific “Fluoride Discontinuation Notice. ” Created: 2026-02-11 13:26:58 [EST] (Supp. No. 26) Page 1 of 1 Sec. 74-35. City of Eagle River yard waste disposal facility. (a) Designation. The City of Eagle River hereby designates a Municipal Yard Waste Disposal Facility for the use of residents of the City of Eagle River, subject to the following rules and regulations. (b) Authorized users. Use of the yard waste disposal facility is restricted to residents of the city. Proof of residency may be required. (c) Acceptable materials. The following materials, generated from residential properties only, may be disposed of at the facility: (1) Brush and small branches not exceeding four inches in diameter; (2) Grass clippings; (3) Leaf litter. All debris must be deposited loose and unbagged. (d) Prohibited materials. The following materials shall not be accepted at the yard waste disposal facility: (1) Bags of any kind, whether plastic, paper, or compostable; (2) Lumber or processed wood; (3) Trees, stumps, branches exceeding four inches in diameter, or debris resulting from the clearing of properties; (4) Appliances, household waste, or other non-yard waste debris; (5) Any yard waste deposited by commercial entities, landscapers, or contractors. (e) Prohibition of Commercial Use. No commercial or contractor dumping shall be permitted. (f) Seasonal closure. The facility shall be closed annually from November 1 through April 1, or as weather conditions dictate. (g) Enforcement and penalties. Any violation of this section may result in the issuance of municipal citations, fines as prescribed under the city's general penalty provisions, and/or closure of the facility to the public. (Ord. No. 599, § 1, 9-9-2025) Office of Administration & Zoning  525 E. Maple Street, PO Box 1269, Eagle River, WI 54521  715-479-8682 https://eagleriverwi.gov/ CITY OF EAGLE RIVER RESOLUTION NO. 605 RESOLUTION AMENDING SECTION 74-35 OF THE CODE OF ORDINANCES REGARDING THE CITY OF EAGLE RIVER YARD WASTE DISPOSAL FACILITY WHEREAS, the C ommon Council of the City of Eagle River previously adopted Section 74-35 of the City Code establishing regulations for the operation and use of the City Yard Waste Disposal Facility; and WHEREAS , the Common Council has reviewed the operation of the facility and determined that revisions are necessary to improve facility management and clarify disposal requirements; and WHEREAS, the proposed amendments include reducing the maximum allowable branch diameter from six (6) inches to four (4) inches, removing the specified hours of operation from the ordinance, and making related numbering and reference corrections; NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Eagle River, Wisconsin, as follows: Section 1. Amendment of Section 74-35. Section 74-35, “City of Eagle River Yard Waste Disposal Facility,” is hereby amended to: 1. Re vise subsection (c)(1) to permit disposal of brush and small branches not exceeding four (4) inches in diameter. 2. Revise subsection (d)(3) to prohibit disposal of trees, stumps, and branches exceeding four (4) inches in diameter, and debris resulting from the clearing of properties. 3. Repeal subsection (f), “Hours of Operation,” in its entirety. 4. Renumber the remaining subsections as necessary following the repeal of subsection (f). 5. Correct any internal references, lettering, and formatting necessary to maintain consistency within Section 74-35. Section 2. Incorporation into Municipal Code. The City Clerk is authorized and directed to incorporate these amendments into the City of Eagle River Code of Ordinances and to make any non-substantive formatting, numbering, or cross-reference corrections necessary to effectuate the intent of this Resolution. Section 3. Effective Date. This Resolution and the corresponding ordinance amendment shall take effect upon adoption and publication as required by law. Adopted by the Common Council of the City of Eagle River, Wisconsin, this ____ day of __________, 2026. ____________________ _________________________ DEBRA A BROWN, MAYOR BECKY BOLTE, CLERK/TREASURER Dat e adopted: __________ Date published: _________ Date effective: __________ Report to the Eagle River City Council – End May 2026 Submitted by Anthony Sable, PGA Dear Council Members, The weather in Eagle River has been unseasonably cold for much of May this year. Despite this, we have generated decent revenue thus far. Our annual Trees for Tomorrow Tournament fundraiser was held May 29th and was a big success. They had a nice turnout; 128 players, and great weather, which also meant good revenue for the club, $8,500. (which has yet to be paid and entered into revenue). CARTS Carts are in good shape. All are in service as of this report. New windshields look super. RANGE We have a fantastic practice range! Range revenue was down thus far compared to last year; $7,877 vs. $9,005. STAFFING We added three new young hourly employees, who are very competent and enthusiastic. For now, we have a good staff of pro-shop folks, outside service people and marshals and starters. REVENUE FIGURES Green Fees – through May 31, 2026 – 2,514 rounds - $58,285 Green Fees – through May 31, 2025 – 2,735 rounds - $59,325 Cart Fees – through May 31, 2026 – 1,738 - $26,946 - Cart Fees – through May 31, 2025 – 1,736 - $27,086 Memberships through May 31, 2026 – 242 - $115,306 - Memberships through May 31, 2025 – 238 - $116,225 Merchandise through May 31, 2026 - $15,451 - Merchandise through May 31, 2025 - $11,992 Total Revenue through May 31, 2026 - $228,561 - Total Revenue through May 31, 2025 - $227,983 CONCLUSION We are off to a promising start, with good staffing, the course in great shape, and by all accounts, very good customer satisfaction. The new restaurant proprietors are doing well and there are plenty of golfers who stop in after their round for a drink and a sandwich. After putting significant investment into the clubhouse, it is in good shape and should provide a comfortable and welcoming setting for years to come. - Anthony Sable, PGA Golf Professional/General Manager Eagle River Golf Course 1 Robin Ginner From: Anthony Sable <tsable@pga.com> Sent: Thursday, June 4, 2026 9:22 AM To: COER Mayor; Robin Ginner Cc: Matthew Molter; KJA Anderson Subject: Fwd: Eagle River | May Online Performance ---------- Forwarded message --------- From: Jay Stanula <Jay.Stanula@golfnow.com> Date: Tue, Jun 2, 2026 at 3:34 PM Subject: Eagle River | May Online Performance To: Anthony Sable <tsable@pga.com> Tony Now that the month of May is in the books I pulled a reservation report for online rounds and revenue to see how the course fared. My thoughts… 1. Finished up in rounds and revenue! This is great! 2. Not as many courses were as fortunate as your course as the inconsistent and terrible weather for a majority of the month caused many courses to be down year over year. Glad to see Eagle River still had high demand even with the bad weather. Would love to hear your thoughts on the report below? JAY STANULA 2 Market Sales Manager, Northwest Traverse City, MI | 231.350.3850 jay.stanula@golfnow.com -- Anthony Sable, PGA Head Professional Eagle River Golf Course 457 McKinley Blvd. Eagle River, WI, 54521 Page 1 of 2 Comparative Sales Thursday, January 1, 2026 - Wednesday, June 3, 2026 compared to Wednesday, January 1, 2025 - Tuesday, June 3, 2025 Eagle River Golf Course Current Period Previous Period Delta Department Name Category Name Sub Category Name Item Name SKU Quantity Sales Quantity Sales Quantity Delta Sales Delta Quantity % Sales % Green Fee 2,837 $63,189.04 2,917 $62,733.31 (80) $455.73 -2.74% 0.73% Green Fees 51 $2,566.71 29 $1,311.15 22 $1,255.56 75.86% 95.76% Membership 250 $119,693.50 238 $116,225.71 12 $3,467.79 5.04% 2.98% Other 1 $12.00 10 $793.00 (9) ($781.00) -90.00% -98.49% Pro Shop 3,577 $60,580.33 3,229 $55,132.52 348 $5,447.81 10.78% 9.88% Total 6716 $246,041.58 6423 $236,195.69 293 $9,845.89 4.56% 4.17% Thursday, June 4, 2026 2:15 PM EST Latest Date/Time Data Updated: Thursday, June 4, 2026 2:14 PM UTC Page 2 of 2 Comparative Sales Thursday, January 1, 2026 - Wednesday, June 3, 2026 compared to Wednesday, January 1, 2025 - Tuesday, June 3, 2025 Eagle River Golf Course Thursday, June 4, 2026 2:15 PM EST Latest Date/Time Data Updated: Thursday, June 4, 2026 2:14 PM UTC Golf Course Employee Golf Privileges at Eagle River Golf Course The Head Pro will have the sole discretion to determine when play is permitted in all instances. 1. Employees who work or who are scheduled for 35- plus hours a week receive free green fees, carts and range. It is limited to 18 holes per day during non-peak tee times. 2. Employees who work or who are scheduled for 80+ hours a month (20 hours a week) will only receive free green fees. It is limited to 18 holes per day during non -peak tee times. Riding carts and range balls need to be purchased if they are going to be used. Carts may be used at the discretion of the Head Pro for a charge of $5 per round. 3. League Play by employees is allowed with golfing privileges as provided above. 4. Tournament Play by employees is exempt from this policy which means employees pay the regular tournament fee. 5. Privileges can be revoked if this policy is abused or if employee conduct on the course is negligent, abusive to club property, or in any way interferes with the play and satisfaction of our paying guests. Eagle River Golf Course Marketing Report & Proposed Facebook Posts May 19, 2026 Kim Swisher Communications, LLC. (715) 437-0090 Page 1 of 12 Facebook Page: As of today, the page has 2,890 followers. On April 20th, the page had 2,842 followers. Facebook Insights: Eagle River Golf Course Marketing Report & Proposed Facebook Posts May 19, 2026 Kim Swisher Communications, LLC. (715) 437-0090 Page 2 of 12 Facebook Insights (continued): Eagle River Golf Course Marketing Report & Proposed Facebook Posts May 19, 2026 Kim Swisher Communications, LLC. (715) 437-0090 Page 3 of 12 Facebook Insights (continued): Facebook Audience Demographics: Eagle River Golf Course Marketing Report & Proposed Facebook Posts May 19, 2026 Kim Swisher Communications, LLC. (715) 437-0090 Page 4 of 12 Facebook Videos: Video Link - https://www.facebook.com/EagleRiverGolfCourse/reels/ Facebook Ads Instagram Page: Eagle River Golf Course Marketing Report & Proposed Facebook Posts May 19, 2026 Kim Swisher Communications, LLC. (715) 437-0090 Page 5 of 12 Instagram Page (continued): Google Analytics: April 20th through May 19th Eagle River Golf Course Marketing Report & Proposed Facebook Posts May 19, 2026 Kim Swisher Communications, LLC. (715) 437-0090 Page 6 of 12 March 22nd through April 20th Visitor Demographics: The primary age of website visitors in this period was 35-44. Males comprised 66.2% of page visitors. Website Pages Visitors are Viewing: Eagle River Golf Course Marketing Report & Proposed Facebook Posts May 19, 2026 Kim Swisher Communications, LLC. (715) 437-0090 Page 7 of 12 Location of Website Visitors: State City Google Ads: Eagle River Golf Course Marketing Report & Proposed Facebook Posts May 19, 2026 Kim Swisher Communications, LLC. (715) 437-0090 Page 8 of 12 Proposed Facebook and Instagram Posts: 6/6 – The only thing missing from this tour is you Book your tee time today: www.EagleRiverGolfCourse.com/teetimes/ Click to view reel 6/9 – Not sure what to pack in your golf bag? @GOLF.com has you covered with a list of essentials to keep you prepared on the course: https://golf.com/gear/23-golf-bag-essentials/. 6/11 – Fuel up at @Sandbaggers Clubhouse at Eagle River Golf Course before your round or refresh there after your 18th hole! Eagle River Golf Course Marketing Report & Proposed Facebook Posts May 19, 2026 Kim Swisher Communications, LLC. (715) 437-0090 Page 9 of 12 6/14 – It takes a dedicated crew to keep things this green. ⛳️ Huge thank you to our maintenance team for all the early mornings and hard work! 6/17 – ⛳️☕️ Not sure if golf is your cup of tea? There’s only one way to find out… Grab your friends, hit the course, and give it a swing! Secure your spot here: https://eaglerivergolfcourse.com/teetimes/ 6/20 – Today is American Eagle Day. What better way to celebrate these magnificent birds than booking tee time at Eagle River Golf Course? https://eaglerivergolfcourse.com/teetimes/ 🦅 Eagle River Golf Course Marketing Report & Proposed Facebook Posts May 19, 2026 Kim Swisher Communications, LLC. (715) 437-0090 Page 10 of 12 6/21 – Dad, you’re in a league of your own. ⛳️🏌️‍♂️🏆 6/25 – Our course is one of the most beautiful you will ever play with wooded fairways, water features and a setting that reflects the unspoiled beauty of Wisconsin’s Northwoods. But don’t let the beauty overwhelm you, this is also one of the most challenging courses in the state! https://eaglerivergolfcourse.com/ 6/28 – “I have a tip that can take five strokes off anyone’s game: It’s called an eraser.” - Arnold Palmer Eagle River Golf Course Marketing Report & Proposed Facebook Posts May 19, 2026 Kim Swisher Communications, LLC. (715) 437-0090 Page 11 of 12 7/1 – Redesigned by Don Herfort in 1988, our Course blends classic charm with modern challenge, featuring forest-lined fairways, water hazards and gorgeous views. To learn more, visit: www.EagleRiverGolfCourse.com. 7/4 – Happy FORE-th of July! 🎇 7/7 – Cheers to the best cart on the course! Eagle River Golf Course Marketing Report & Proposed Facebook Posts May 19, 2026 Kim Swisher Communications, LLC. (715) 437-0090 Page 12 of 12 7/10 – Don’t end your Northwoods vacation before you’ve enjoyed a few rounds on our beautiful green. See you soon! https://eaglerivergolfcourse.com/teetimes/ We welcome your comments or questions and will schedule these posts upon your approval. Respectfully submitted, Team Swisher Allison Burns, Kassie Bellin, Dina Casso, Karly Kolehouse and Kim Swisher Office: 715-437-0090 Email: allison@kimswisher.com Email: kassie@kimswisher.com Email: dina@kimswisher.com Email: karly@kimswisher.com Email: kim@kimswisher.com Eagle River Fire Department 820 East Pine Street Eagle River, Wi 54521 (715)479-8835 Fire Chief: Jim Randall Monthly Report – May 2026 Incident Summary Call Type Calls Medical Assists 9 Motor Vehicle Accidents 3 Alarm Activations 6 Motor Vehicle Fires 4 Structure Fires 1 Grass Fires 1 Lines Down 1 Water Rescue 1 Eagle River Fire Department 820 East Pine Street Eagle River, Wi 54521 (715)479-8835 Fire Chief: Jim Randall Jurisdiction Breakdown Town/Area Calls City of Eagle River 11 Town of Lincoln 6 Town of Washington 4 Town of Cloverland 4 Land O' Lakes 1 Chief's Report The Eagle River Area Fire Department responded to 26 incidents during May 2026. YTD 130 calls, last year that was the same volume as of September 1. Medical assists remained the largest call category. A live-fire practice burn was conducted during the month to enhance operational readiness. Respectfully Submitted, Jim Randall Fire Chief 1 Robin Ginner From: Ryan Rossing <ryross@vilascountywi.gov> Sent: Monday, June 1, 2026 9:08 PM To: Robin Ginner Cc: Tyler Salvinski Subject: Fw: Invoice NP4K4MV-168BD, HDD10TB Please see the quote I received for cameras. Ryan Get Outlook for iOS From: Diana Ferreira <dferreira@lorex.com> Sent: Monday, June 1, 2026 6:04 PM To: Ryan Rossing <ryross@vilascountywi.gov> Subject: Invoice NP4K4MV-168BD, HDD10TB INVOICE #D42662 Hi, **PLEASE VERIFY SHIPPING BEFORE COMPLETING ORDER, ALSO ENSURE BILLING MATCHES CARD BEING USED FOR PAYMENT.** Please see quote as requested. Please let me know if you wish to place your order over the phone or if you wish to use the link below. Let me know if you need any changes made. **Quote valid for limited time** Thank you kindly. Diana Ferreira 2 eCommerce Sales Account Manager Lorex Technology Inc. 250 Royal Crest Court, Markham, ON L3R 3S1 Canada Phone: 1-877-369-8831 Ext: 48010 E: dferreira@lorex.com | Pro.lorex.com You may reach out to Diana Ferreira at dferreira@lorex.com for any inquiries regarding this quote or to learn more about the benefits of being a partner. Complete your purchase or Visit our store Order summary Surveillance-Grade Hard Drive × 1 10TB $486.49 Lorex 4K (16 Camera Capable) 4TB Wired NVR System with Nocturnal 3 Smart IP Turret Cameras with Listen-in Audio and Motorized Varifocal Lenses × 1 Black / 8 $1,897.15 Subtotal $2,383.64 Shipping $0.00 Estimated taxes $0.00 Total $2,383.64 USD 3 Customer information Shipping address Ryan Rossing Eagle River Police Department 525 E Maple St Eagle River WI 54521 United States Billing address Ryan Rossing Eagle River Police Department 525 E Maple St Eagle River WI 54521 United States Location 525 E Maple St Eagle River Wisconsin 54521 Shipping method Free Standard Shipping $0.00 For inquiries, please contact your Lorex Partner Program account manager Diana Ferreira dferreira@lorex.com. Otherwise, reach us at sales@lorex.com Eagle River Police Department 10 YEAR TECHNOLOGY PLAN T O T A L C O N T R A C T $371,210.10 T OT A L A G E NC Y N EG O T IA T E D S AV I NG S $160,830.06 Why Consolidate Into a 10-Y ear Plan Today Strategic benefits of moving to a single 10-year agreement for all Axon solutions Lock 2026 Pricing Prevent future cost increases by locking in current pricing for 10 years. Fixed annual payments at $37,121.01 per year. Standardize Hardware Align with brand new hardware for AB4 cameras, Fleet 3 Advanced, and T10 across the agency with coordinated refresh cycles. Axon AI Efficiency Tools Access to four time-saving tools including Axon Assistant, Draft One, and Redaction Assistant for enhanced officer productivity. Simplify Administration One contract, one annual invoice, one renewal date. Eliminates multiple separate agreements and reduces administrative overhead. Budget Certainty Predictable, fixed annual cost structure with no surprise fees or unexpected annual increases during the term. Total Savings $160,830.06 Avg. Annual Savings $16,083.01 Contract Term 120 Months SOLUTION OVERVIEW BODY WORN CAMERA 6 Units $79,531 Axon Body 4 cameras Unlimited storage 4× TAP hardware refreshes Extended warranty FLEET 4 Vehicles $106,560 Fleet 3 dual-camera kit ALPR license Real-time location Deployment & install TASER 10 6 Officers $90,760.59 TASER 10 handles & holsters VR training system On-demand certification Annual cartridge supply TIME SAVING SOFTWARE 6 Licenses $84,999.60 Draft One AI report writing Auto-Transcribe unlimited Redaction Assistant (FREE) Axon AI Assistant (FREE) AI -POWERED TOOLS INCLUD ED Draft One Report Writing Generates first-draft report narratives based on audio transcripts of digital evidence and additional officer-narrated details. Saves multiple hours weekly. Unlimited Auto- Transcribe Audio to Text Turns audio into searchable transcripts in minutes. Boosts efficiency. Redaction Assistant Privacy & Compliance AI-assisted redaction of faces, license plates, and sensitive information in BWC footage — faster and more consistent than manual review. Included at no additional cost. Axon Assistant AI Voice Assistant Translates conversations, bridging language barriers when a human interpreter is not available. Translating over 50 languages. What Departments Are Saying "We've seen 65-75% time savings just by being able to push a button to get a transcript." — Lt. Steve Ferrie Rowlett PD The real-time translation tool is "invaluable for our community engagement," as it "removes the language barrier and allows us to provide better service to all our residents immediately." — Major Kim Fruit Tampa PD "We're averaging 67% time savings in our report writing. That's 67% of time that the officer is getting back to go back into the community." — Sgt. Bob Younger Fort Collins PD EQUIPMENT BREAKDOWN HARDWARE Axon Body 4 Cameras 6 AB4 Multi-Bay 8-Bay Charging Dock 1 Fleet 3 Dual Camera Kits 4 Fleet Router (Ericsson 5G) 4 Axon Signal Vehicle Unit 4 TASER 10 Handles 6 TASER 10 Holsters (Safariland) 6 VR Headset (HTC Focus Vision) 1 VR Controllers (TASER + Handgun) 2 VR Tablet + Case 1 HALT Training Suit 1 Conductive Target + Frame 1 SOFTWARE & SERVICES Axon Evidence – BWC Unlimited Storage 6 Axon Evidence – Fleet Unlimited Storage 8 Axon Evidence – Pro License 7 Axon Fleet ALPR License 4 Fleet Real-Time Location & Livestream 4 TASER Evidence.com License 7 TASER Data Science Program 6 Axon VR Full Access License 6 Draft One AI Report Writing 6 Auto-Transcribe Unlimited 6 Redaction Assistant License 6 Axon AI Assistant 6 Fleet ALPR API Integration 1 VR Implementation (1-Day) 1 R OI C ALC UL AT OR Estimated time & cost savings based on average metrics from existing Axon users 6 Total Users $40.00 Hourly Rate 178 Work Days / Year 10 Years Tool Hrs Saved / User / Day Total Hrs / Year Annual $ Savings / User Draft One 0.50 89.0 $3,560 Auto-Transcribe 0.25 44.5 $1,780 Axon Assistant 0.25 44.5 $1,780 Policy Chat 0.25 44.5 $1,780 Redaction Assistant 0.15 26.7 $1,068 .Total Per User 1.40 249.2 $9,968 / user / year Annual Savings — All 6 Users 8.40 1,495 $59,808 / year Time Saved 1.40 hr / officer / day Annual Cost Savings $59,808 / year Total Contract ROI $598,080 over 10 years *Time savings estimates are based on aggregated data from existing Axon customers. Inputs reflect Eagle River PD's provided h ourly rate and standard workdays. Individual results may vary. CUSTOMIZED SCHEDULE PAYMENT SCHEDULE Date Total January 2027 $37,121.01 Annual Payment 1 January 2028 $37,121.01 Annual Payment 2 Jan 2029–2036 $37,121.01 Annual Payments 3-10 TOTAL CONTRACT VALUE $371,210.10 DISCOUNTED AT 100% Axon AI Assistant 6 licenses · $26,172 value Redaction Assistant User License 6 licenses · $8,736.40 value VR Implementation (1 -Day Add-On) $3,500 value PSO Virtual Training $2,500 value NEXT STEPS June 9, 2026 Council Meeting Budget approval and authorization to proceed with contract execution Upon Approval Contract Execution Finalize 10-year agreement and submit signed documents to Axon January 1, 2027 Estimated Ship Date Estimated hardware ship date following contract execution Quote expires August 31, 2026 · Estimated contract start February 1, 2027 Non-Binding Budgetary Estimate Page 1 Q-849520-46164DT Q-849520-46164DT Issued: 05/22/2026 Quote Expiration: 08/31/2026 Estimated Contract Start Date: 02/01/2027 Account Number: 115797 Payment Terms: Mode of Delivery: AUTO-GND Credit/Debit Amount: $0.00 SHIP TO BILL TO SALES REPRESENTATIVE PRIMARY CONTACT 525 E Maple Street, Eagle River, WI 54521 525 E Maple St Eagle River, WI 54521-8328 USA Eagle River Police Department - WI 525 E Maple St Eagle River WI 54521-8328 USA Email: Dana Taylor Phone: Email: dataylor@axon.com Fax: Jordan Brault Phone: 7154791941 Email: jobrau@vilascountywi.gov Fax: (715) 477-2733 Quote Summary Discount Summary Program Length 120 Months Average Savings Per Year $16,083.01 TOTAL COST $371,210.10 ESTIMATED TOTAL W/ TAX $372,784.29 TOTAL SAVINGS $160,830.06 Non-Binding Budgetary Estimate Page 2 Q-849520-46164DT Payment Summary Date Subtotal Tax Total Jan 2027 $37,121.01 $157.42 $37,278.43 Jan 2028 $37,121.01 $157.42 $37,278.43 Jan 2029 $37,121.01 $157.42 $37,278.43 Jan 2030 $37,121.01 $157.42 $37,278.43 Jan 2031 $37,121.01 $157.42 $37,278.43 Jan 2032 $37,121.01 $157.42 $37,278.43 Jan 2033 $37,121.01 $157.42 $37,278.43 Jan 2034 $37,121.01 $157.42 $37,278.43 Jan 2035 $37,121.01 $157.42 $37,278.43 Jan 2036 $37,121.01 $157.41 $37,278.42 Total $371,210.10 $1,574.19 $372,784.29 Non-Binding Budgetary Estimate Page 3 Q-849520-46164DT Quote Unbundled Price: $525,750.90 Quote List Price: $418,607.70 Quote Subtotal: $371,210.10 Pricing All deliverables are detailed in Delivery Schedules section lower in proposal Item Description Qty Term Unbundled List Price Net Price Subtotal Tax Total Program HWCNAB4 AB4 CONNECTED HARDWARE BUNDLE 6 120 $1,049.00 $6,294.00 $0.00 $6,294.00 BWCUwTAP10Yr BWC Unlimited with TAP 10YR 6 120 $157.40 $110.46 $110.46 $79,531.20 $0.00 $79,531.20 C00031 TASER 10 CERTIFICATION PRO PLAN 6 120 $197.12 $123.87 $123.87 $89,186.40 $1,574.19 $90,760.59 Fleet3A10Yr Fleet 3 Advanced 10 Year 4 120 $291.46 $248.53 $222.00 $106,560.00 $0.00 $106,560.00 A la Carte Hardware H00002 AB4 Multi Bay Dock Bundle 1 $1,638.90 $1,638.90 $1,638.90 $0.00 $1,638.90 A la Carte Software 102011 AXON AI ASSISTANT 6 120 $36.35 $0.00 $0.00 $0.00 $0.00 73478 AXON EVIDENCE - REDACTION ASSISTANT USER LICENSE 6 120 $12.12 $0.00 $0.00 $0.00 $0.00 85760 AXON AUTO-TRANSCRIBE - UNLIMITED SERVICE 6 120 $30.29 $30.29 $21,808.80 $0.00 $21,808.80 101283 AXON RECORDS - DRAFT ONE - AI-ASSISTED REPORT WRITING 6 120 $78.76 $78.76 $56,707.20 $0.00 $56,707.20 ProLicense Pro License Bundle 1 120 $54.52 $54.03 $6,483.60 $0.00 $6,483.60 A la Carte Services 102531 PSO VIRTUAL TRAINING 1 $2,500.00 $0.00 $0.00 $0.00 $0.00 102603 VR IMPLEMENTATION (1-DAY) ADD-ON 1 $3,500.00 $0.00 $0.00 $0.00 $0.00 100159 AXON FLEET 3 - SERVICES - ALPR API INTEGRATION 1 $3,000.00 $3,000.00 $3,000.00 $0.00 $3,000.00 Total $371,210.10 $1,574.19 $372,784.29 Non-Binding Budgetary Estimate Page 4 Q-849520-46164DT Firearms and Ammunition Excise Tax Sku Description Taxable Amount FAET Rate FAET Amount 100399 AXON TASER 10 - CARTRIDGE - LIVE $1,809.60 0.11 $199.06 100390 AXON TASER 10 - HANDLE - YELLOW CLASS 3R $8,860.32 0.1 $886.03 20018 AXON TASER - BATTERY PACK - TACTICAL $441.72 0.1 $44.17 100751 AXON TASER 10 - REPLACEMENT ACCESS PROGRAM - DUTY CARTRIDGE $3,479.28 0.11 $382.72 101755 AXON TASER 10 - MAGAZINE - LIVE DUTY BLACK V2 $622.08 0.1 $62.21 Total $1,574.19 Delivery Schedule Hardware Bundle Item Description QTY Shipping Location Estimated Delivery Date AB4 CONNECTED HARDWARE BUNDLE 100147 AXON BODY 4 - CAMERA - NA US FIRST RESPONDER BLK RAPIDLOCK 6 1 01/01/2027 AB4 CONNECTED HARDWARE BUNDLE 100466 AXON BODY 4 - CABLE - USB-C TO USB-C 7 1 01/01/2027 AB4 CONNECTED HARDWARE BUNDLE 100775 AXON BODY 4 - MAGNETIC DISCONNECT CABLE 7 1 01/01/2027 AB4 CONNECTED HARDWARE BUNDLE 74028 AXON BODY - MOUNT - WING CLIP RAPIDLOCK 7 1 01/01/2027 AB4 Multi Bay Dock Bundle 100206 AXON BODY 4 - 8 BAY DOCK 1 1 01/01/2027 AB4 Multi Bay Dock Bundle 70033 AXON - DOCK WALL MOUNT - BRACKET ASSY 1 1 01/01/2027 AB4 Multi Bay Dock Bundle 71019 AXON BODY - DOCK POWERCORD - NORTH AMERICA 1 1 01/01/2027 Fleet 3 Advanced 10 Year 101924 AXON FLEET - TAOGLAS ANT - 7-IN-1 4CELL 2WIFI 1GNSS INT 4 1 01/01/2027 Fleet 3 Advanced 10 Year 103346 AXON FLEET - ERICSSON R980-5GD-A+5YR NETCLOUD 4 1 01/01/2027 Fleet 3 Advanced 10 Year 70112 AXON SIGNAL - VEHICLE 4 1 01/01/2027 Fleet 3 Advanced 10 Year 72036 AXON FLEET 3 - STANDARD 2 CAMERA KIT 4 1 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 100122 AXON VR - HEADSET - BATTERY 1 1 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 100126 AXON VR - TACTICAL BAG 1 1 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 100390 AXON TASER 10 - HANDLE - YELLOW CLASS 3R 6 2 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 100394 AXON TASER 10 - MAGAZINE - HALT TRAINING BLUE 4 1 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 100396 AXON TASER 10 - MAGAZINE - INERT RED 6 1 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 100399 AXON TASER 10 - CARTRIDGE - LIVE 120 1 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 100400 AXON TASER 10 - CARTRIDGE - HALT 60 1 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 100401 AXON TASER 10 - CARTRIDGE - INERT 60 1 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 100591 AXON TASER - CLEANING KIT 1 1 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 100611 AXON TASER 10 - SAFARILAND HOLSTER - RH 6 1 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 100623 ENHANCED HOOK-AND-LOOP TRAINING (HALT) SUIT (V2) 1 1 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 100748 AXON VR - CONTROLLER - TASER 10 1 1 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 100832 AXON VR - CONTROLLER - HANDGUN VR19H 1 1 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 101122 AXON VR - HOLSTER - T10 SAFARILAND GRAY - RH 1 1 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 101123 AXON VR - HOLSTER - T10 SAFARILAND GRAY - LH 1 1 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 101294 AXON VR - TABLET 1 1 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 101300 AXON VR - TABLET CASE 1 1 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 101455 AXON TASER 10 - REPLACEMENT TOOL KIT - INTERPOSER BUCKET 1 1 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 101456 AXON TASER 10 - REPLACEMENT INTERPOSER BUCKET 1 1 01/01/2027 Non-Binding Budgetary Estimate Page 5 Q-849520-46164DT Hardware Bundle Item Description QTY Shipping Location Estimated Delivery Date TASER 10 CERTIFICATION PRO PLAN 101751 AXON VR - HEADSET - HTC FOCUS VISION 1 1 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 101755 AXON TASER 10 - MAGAZINE - LIVE DUTY BLACK V2 6 1 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 101757 AXON TASER 10 - MAGAZINE - LIVE TRAINING PURPLE V2 6 1 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 102186 AXON TASER 10 - COMMAND BOX 1 1 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 102389 AXON VR - MULTI-USER ROOM MARKER 2 1 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 20018 AXON TASER - BATTERY PACK - TACTICAL 6 1 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 20018 AXON TASER - BATTERY PACK - TACTICAL 1 1 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 70033 AXON - DOCK WALL MOUNT - BRACKET ASSY 1 1 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 71019 AXON BODY - DOCK POWERCORD - NORTH AMERICA 1 1 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 74200 AXON TASER - DOCK - SIX BAY PLUS CORE 1 1 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 80087 AXON TASER - TARGET - CONDUCTIVE PROFESSIONAL RUGGEDIZED 1 1 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 80090 AXON TASER - TARGET FRAME - PROFESSIONAL 27.5 IN X 75 IN 1 1 01/01/2027 TASER 10 CERTIFICATION PRO PLAN 100400 AXON TASER 10 - CARTRIDGE - HALT 50 1 01/01/2028 TASER 10 CERTIFICATION PRO PLAN 100400 AXON TASER 10 - CARTRIDGE - HALT 50 1 01/01/2029 BWC Unlimited with TAP 10YR 73309 AXON BODY - TAP REFRESH 1 - CAMERA 6 1 07/01/2029 BWC Unlimited with TAP 10YR 73689 AXON BODY - TAP REFRESH 1 - DOCK MULTI BAY 1 1 07/01/2029 TASER 10 CERTIFICATION PRO PLAN 100210 AXON VR - TAP REFRESH 1 - TABLET 1 1 07/01/2029 TASER 10 CERTIFICATION PRO PLAN 101009 AXON VR - TAP REFRESH 1 - HANDGUN CONTROLLER 1 1 07/01/2029 TASER 10 CERTIFICATION PRO PLAN 101012 AXON VR - TAP REFRESH 1 - TASER CONTROLLER 1 1 07/01/2029 TASER 10 CERTIFICATION PRO PLAN 20373 AXON VR - TAP REFRESH 1 - HEADSET 1 1 07/01/2029 TASER 10 CERTIFICATION PRO PLAN 100400 AXON TASER 10 - CARTRIDGE - HALT 50 1 01/01/2030 TASER 10 CERTIFICATION PRO PLAN 100400 AXON TASER 10 - CARTRIDGE - HALT 50 1 01/01/2031 BWC Unlimited with TAP 10YR 73310 AXON BODY - TAP REFRESH 2 - CAMERA 6 1 01/01/2032 BWC Unlimited with TAP 10YR 73688 AXON BODY - TAP REFRESH 2 - DOCK MULTI BAY 1 1 01/01/2032 Fleet 3 Advanced 10 Year 72040 AXON FLEET - TAP REFRESH 1 - 2 CAMERA KIT 4 1 01/01/2032 TASER 10 CERTIFICATION PRO PLAN 100211 AXON VR - TAP REFRESH 2 - TABLET 1 1 01/01/2032 TASER 10 CERTIFICATION PRO PLAN 101010 AXON VR - TAP REFRESH 2 - HANDGUN CONTROLLER 1 1 01/01/2032 TASER 10 CERTIFICATION PRO PLAN 101013 AXON VR - TAP REFRESH 2 - TASER CONTROLLER 1 1 01/01/2032 TASER 10 CERTIFICATION PRO PLAN 20242 AXON TASER - CERTIFICATION PROGRAM YEAR 6-10 HARDWARE 6 1 01/01/2032 TASER 10 CERTIFICATION PRO PLAN 20374 AXON VR - TAP REFRESH 2 - HEADSET 1 1 01/01/2032 BWC Unlimited with TAP 10YR 73345 AXON BODY - TAP REFRESH 3 - CAMERA 6 1 07/01/2034 BWC Unlimited with TAP 10YR 73347 AXON BODY - TAP REFRESH 3 - DOCK MULTI BAY 1 1 07/01/2034 TASER 10 CERTIFICATION PRO PLAN 100212 AXON VR - TAP REFRESH 3 - TABLET 1 1 07/01/2034 TASER 10 CERTIFICATION PRO PLAN 101011 AXON VR - TAP REFRESH 3 - HANDGUN CONTROLLER 1 1 07/01/2034 TASER 10 CERTIFICATION PRO PLAN 101014 AXON VR - TAP REFRESH 3 - TASER CONTROLLER 1 1 07/01/2034 TASER 10 CERTIFICATION PRO PLAN 20375 AXON VR - TAP REFRESH 3 - HEADSET 1 1 07/01/2034 BWC Unlimited with TAP 10YR 73346 AXON BODY - TAP REFRESH 4 - CAMERA 6 1 01/01/2037 BWC Unlimited with TAP 10YR 73348 AXON BODY - TAP REFRESH 4 - DOCK MULTI BAY 1 1 01/01/2037 Fleet 3 Advanced 10 Year 100092 AXON FLEET - TAP REFRESH 2 - 2 CAMERA KIT 4 1 01/01/2037 Software Bundle Item Description QTY Estimated Start Date Estimated End Date BWC Unlimited with TAP 10YR 73686 AXON EVIDENCE - STORAGE - UNLIMITED (AXON DEVICE) 6 02/01/2027 01/31/2037 BWC Unlimited with TAP 10YR 73746 AXON EVIDENCE - ECOM LICENSE - PRO 6 02/01/2027 01/31/2037 Fleet 3 Advanced 10 Year 80400 AXON EVIDENCE - FLEET VEHICLE LICENSE 4 02/01/2027 01/31/2037 Fleet 3 Advanced 10 Year 80401 AXON FLEET 3 - ALPR LICENSE - 1 CAMERA 4 02/01/2027 01/31/2037 Fleet 3 Advanced 10 Year 80402 AXON FLEET - LICENSE - REAL-TIME LOCATION, ALERTS, & LIVESTREAM 4 02/01/2027 01/31/2037 Non-Binding Budgetary Estimate Page 6 Q-849520-46164DT Software Bundle Item Description QTY Estimated Start Date Estimated End Date Fleet 3 Advanced 10 Year 80410 AXON EVIDENCE - STORAGE - FLEET 1 CAMERA UNLIMITED 8 02/01/2027 01/31/2037 Pro License Bundle 73683 AXON EVIDENCE - STORAGE - 10GB A LA CARTE 3 02/01/2027 01/31/2037 Pro License Bundle 73746 AXON EVIDENCE - ECOM LICENSE - PRO 1 02/01/2027 01/31/2037 TASER 10 CERTIFICATION PRO PLAN 101180 AXON TASER - DATA SCIENCE PROGRAM 6 02/01/2027 01/31/2037 TASER 10 CERTIFICATION PRO PLAN 20248 AXON TASER - EVIDENCE.COM LICENSE 6 02/01/2027 01/31/2037 TASER 10 CERTIFICATION PRO PLAN 20248 AXON TASER - EVIDENCE.COM LICENSE 1 02/01/2027 01/31/2037 TASER 10 CERTIFICATION PRO PLAN 20370 AXON VR - USER ACCESS - FULL VR 6 02/01/2027 01/31/2037 A la Carte 101283 AXON RECORDS - DRAFT ONE - AI-ASSISTED REPORT WRITING 6 02/01/2027 01/31/2037 A la Carte 102011 AXON AI ASSISTANT 6 02/01/2027 01/31/2037 A la Carte 73478 AXON EVIDENCE - REDACTION ASSISTANT USER LICENSE 6 02/01/2027 01/31/2037 A la Carte 85760 AXON AUTO-TRANSCRIBE - UNLIMITED SERVICE 6 02/01/2027 01/31/2037 Services Bundle Item Description QTY Fleet 3 Advanced 10 Year 73391 AXON FLEET 3 - DEPLOYMENT PER VEHICLE - NOT OVERSIZED 4 Fleet 3 Advanced 10 Year 73392 AXON FLEET 3 - INSTALLATION - UPGRADE (PER VEHICLE) 4 TASER 10 CERTIFICATION PRO PLAN 100751 AXON TASER 10 - REPLACEMENT ACCESS PROGRAM - DUTY CARTRIDGE 6 TASER 10 CERTIFICATION PRO PLAN 101193 AXON TASER - ON DEMAND CERTIFICATION 6 A la Carte 100159 AXON FLEET 3 - SERVICES - ALPR API INTEGRATION 1 A la Carte 102531 PSO VIRTUAL TRAINING 1 A la Carte 102603 VR IMPLEMENTATION (1-DAY) ADD-ON 1 Warranties Bundle Item Description QTY Estimated Start Date Estimated End Date BWC Unlimited with TAP 10YR 80464 AXON BODY - TAP WARRANTY - CAMERA 6 01/01/2028 01/31/2037 BWC Unlimited with TAP 10YR 80465 AXON BODY - TAP WARRANTY - MULTI BAY DOCK 1 01/01/2028 01/31/2037 Fleet 3 Advanced 10 Year 80379 AXON SIGNAL - EXT WARRANTY - SIGNAL UNIT 4 01/01/2028 01/31/2037 Fleet 3 Advanced 10 Year 80495 AXON FLEET 3 - EXT WARRANTY - 2 CAMERA KIT 4 01/01/2028 01/31/2037 TASER 10 CERTIFICATION PRO PLAN 100197 AXON VR - EXT WARRANTY - HEADSET 1 01/01/2028 01/31/2037 TASER 10 CERTIFICATION PRO PLAN 100213 AXON VR - EXT WARRANTY - TABLET 1 01/01/2028 01/31/2037 TASER 10 CERTIFICATION PRO PLAN 100704 AXON TASER 10 - EXT WARRANTY - HANDLE 6 01/01/2028 01/31/2037 TASER 10 CERTIFICATION PRO PLAN 101007 AXON VR - EXT WARRANTY - TASER CONTROLLER 1 01/01/2028 01/31/2037 TASER 10 CERTIFICATION PRO PLAN 101008 AXON VR - EXT WARRANTY - HANDGUN CONTROLLER 1 01/01/2028 01/31/2037 TASER 10 CERTIFICATION PRO PLAN 80374 AXON TASER - EXT WARRANTY - BATTERY PACK T7/T10 1 01/01/2028 01/31/2037 TASER 10 CERTIFICATION PRO PLAN 80374 AXON TASER - EXT WARRANTY - BATTERY PACK T7/T10 6 01/01/2028 01/31/2037 TASER 10 CERTIFICATION PRO PLAN 80396 AXON TASER - EXT WARRANTY - DOCK SIX BAY T7/T10 1 01/01/2028 01/31/2037 Non-Binding Budgetary Estimate Page 7 Q-849520-46164DT Shipping Locations Location Number Street City State Zip Country 1 525 E Maple St Eagle River WI 54521-8328 USA 2 525 E Maple St Eagle River WI 54521-8328 USA Payment Details Jan 2027 Invoice Plan Item Description Qty Subtotal Tax Total Annual Payment 1 100159 AXON FLEET 3 - SERVICES - ALPR API INTEGRATION 1 $300.00 $0.00 $300.00 Annual Payment 1 101283 AXON RECORDS - DRAFT ONE - AI-ASSISTED REPORT WRITING 6 $5,670.73 $0.00 $5,670.73 Annual Payment 1 102011 AXON AI ASSISTANT 6 $0.00 $0.00 $0.00 Annual Payment 1 102531 PSO VIRTUAL TRAINING 1 $0.00 $0.00 $0.00 Annual Payment 1 102603 VR IMPLEMENTATION (1-DAY) ADD-ON 1 $0.00 $0.00 $0.00 Annual Payment 1 73478 AXON EVIDENCE - REDACTION ASSISTANT USER LICENSE 6 $0.00 $0.00 $0.00 Annual Payment 1 85760 AXON AUTO-TRANSCRIBE - UNLIMITED SERVICE 6 $2,180.88 $0.00 $2,180.88 Annual Payment 1 BWCUwTAP10Yr BWC Unlimited with TAP 10YR 6 $7,953.12 $0.00 $7,953.12 Annual Payment 1 C00031 TASER 10 CERTIFICATION PRO PLAN 6 $8,918.63 $157.42 $9,076.05 Annual Payment 1 Fleet3A10Yr Fleet 3 Advanced 10 Year 4 $10,656.00 $0.00 $10,656.00 Annual Payment 1 H00002 AB4 Multi Bay Dock Bundle 1 $163.89 $0.00 $163.89 Annual Payment 1 HWCNAB4 AB4 CONNECTED HARDWARE BUNDLE 6 $629.40 $0.00 $629.40 Annual Payment 1 ProLicense Pro License Bundle 1 $648.36 $0.00 $648.36 Total $37,121.01 $157.42 $37,278.43 Feb 2027 Invoice Plan Item Description Qty Subtotal Tax Total Invoice Upon Fulfillment C00031 TASER 10 CERTIFICATION PRO PLAN 6 $0.00 $0.00 $0.00 Total $0.00 $0.00 $0.00 Jan 2028 Invoice Plan Item Description Qty Subtotal Tax Total Annual Payment 2 100159 AXON FLEET 3 - SERVICES - ALPR API INTEGRATION 1 $300.00 $0.00 $300.00 Annual Payment 2 101283 AXON RECORDS - DRAFT ONE - AI-ASSISTED REPORT WRITING 6 $5,670.73 $0.00 $5,670.73 Annual Payment 2 102011 AXON AI ASSISTANT 6 $0.00 $0.00 $0.00 Annual Payment 2 102531 PSO VIRTUAL TRAINING 1 $0.00 $0.00 $0.00 Annual Payment 2 102603 VR IMPLEMENTATION (1-DAY) ADD-ON 1 $0.00 $0.00 $0.00 Annual Payment 2 73478 AXON EVIDENCE - REDACTION ASSISTANT USER LICENSE 6 $0.00 $0.00 $0.00 Annual Payment 2 85760 AXON AUTO-TRANSCRIBE - UNLIMITED SERVICE 6 $2,180.88 $0.00 $2,180.88 Annual Payment 2 BWCUwTAP10Yr BWC Unlimited with TAP 10YR 6 $7,953.12 $0.00 $7,953.12 Annual Payment 2 C00031 TASER 10 CERTIFICATION PRO PLAN 6 $8,918.63 $157.42 $9,076.05 Annual Payment 2 Fleet3A10Yr Fleet 3 Advanced 10 Year 4 $10,656.00 $0.00 $10,656.00 Annual Payment 2 H00002 AB4 Multi Bay Dock Bundle 1 $163.89 $0.00 $163.89 Annual Payment 2 HWCNAB4 AB4 CONNECTED HARDWARE BUNDLE 6 $629.40 $0.00 $629.40 Annual Payment 2 ProLicense Pro License Bundle 1 $648.36 $0.00 $648.36 Total $37,121.01 $157.42 $37,278.43 Non-Binding Budgetary Estimate Page 8 Q-849520-46164DT Jan 2029 Invoice Plan Item Description Qty Subtotal Tax Total Annual Payment 3 100159 AXON FLEET 3 - SERVICES - ALPR API INTEGRATION 1 $300.00 $0.00 $300.00 Annual Payment 3 101283 AXON RECORDS - DRAFT ONE - AI-ASSISTED REPORT WRITING 6 $5,670.73 $0.00 $5,670.73 Annual Payment 3 102011 AXON AI ASSISTANT 6 $0.00 $0.00 $0.00 Annual Payment 3 102531 PSO VIRTUAL TRAINING 1 $0.00 $0.00 $0.00 Annual Payment 3 102603 VR IMPLEMENTATION (1-DAY) ADD-ON 1 $0.00 $0.00 $0.00 Annual Payment 3 73478 AXON EVIDENCE - REDACTION ASSISTANT USER LICENSE 6 $0.00 $0.00 $0.00 Annual Payment 3 85760 AXON AUTO-TRANSCRIBE - UNLIMITED SERVICE 6 $2,180.88 $0.00 $2,180.88 Annual Payment 3 BWCUwTAP10Yr BWC Unlimited with TAP 10YR 6 $7,953.12 $0.00 $7,953.12 Annual Payment 3 C00031 TASER 10 CERTIFICATION PRO PLAN 6 $8,918.63 $157.42 $9,076.05 Annual Payment 3 Fleet3A10Yr Fleet 3 Advanced 10 Year 4 $10,656.00 $0.00 $10,656.00 Annual Payment 3 H00002 AB4 Multi Bay Dock Bundle 1 $163.89 $0.00 $163.89 Annual Payment 3 HWCNAB4 AB4 CONNECTED HARDWARE BUNDLE 6 $629.40 $0.00 $629.40 Annual Payment 3 ProLicense Pro License Bundle 1 $648.36 $0.00 $648.36 Total $37,121.01 $157.42 $37,278.43 Jan 2030 Invoice Plan Item Description Qty Subtotal Tax Total Annual Payment 4 100159 AXON FLEET 3 - SERVICES - ALPR API INTEGRATION 1 $300.00 $0.00 $300.00 Annual Payment 4 101283 AXON RECORDS - DRAFT ONE - AI-ASSISTED REPORT WRITING 6 $5,670.73 $0.00 $5,670.73 Annual Payment 4 102011 AXON AI ASSISTANT 6 $0.00 $0.00 $0.00 Annual Payment 4 102531 PSO VIRTUAL TRAINING 1 $0.00 $0.00 $0.00 Annual Payment 4 102603 VR IMPLEMENTATION (1-DAY) ADD-ON 1 $0.00 $0.00 $0.00 Annual Payment 4 73478 AXON EVIDENCE - REDACTION ASSISTANT USER LICENSE 6 $0.00 $0.00 $0.00 Annual Payment 4 85760 AXON AUTO-TRANSCRIBE - UNLIMITED SERVICE 6 $2,180.88 $0.00 $2,180.88 Annual Payment 4 BWCUwTAP10Yr BWC Unlimited with TAP 10YR 6 $7,953.12 $0.00 $7,953.12 Annual Payment 4 C00031 TASER 10 CERTIFICATION PRO PLAN 6 $8,918.63 $157.42 $9,076.05 Annual Payment 4 Fleet3A10Yr Fleet 3 Advanced 10 Year 4 $10,656.00 $0.00 $10,656.00 Annual Payment 4 H00002 AB4 Multi Bay Dock Bundle 1 $163.89 $0.00 $163.89 Annual Payment 4 HWCNAB4 AB4 CONNECTED HARDWARE BUNDLE 6 $629.40 $0.00 $629.40 Annual Payment 4 ProLicense Pro License Bundle 1 $648.36 $0.00 $648.36 Total $37,121.01 $157.42 $37,278.43 Jan 2031 Invoice Plan Item Description Qty Subtotal Tax Total Annual Payment 5 100159 AXON FLEET 3 - SERVICES - ALPR API INTEGRATION 1 $300.00 $0.00 $300.00 Annual Payment 5 101283 AXON RECORDS - DRAFT ONE - AI-ASSISTED REPORT WRITING 6 $5,670.73 $0.00 $5,670.73 Annual Payment 5 102011 AXON AI ASSISTANT 6 $0.00 $0.00 $0.00 Annual Payment 5 102531 PSO VIRTUAL TRAINING 1 $0.00 $0.00 $0.00 Annual Payment 5 102603 VR IMPLEMENTATION (1-DAY) ADD-ON 1 $0.00 $0.00 $0.00 Annual Payment 5 73478 AXON EVIDENCE - REDACTION ASSISTANT USER LICENSE 6 $0.00 $0.00 $0.00 Annual Payment 5 85760 AXON AUTO-TRANSCRIBE - UNLIMITED SERVICE 6 $2,180.88 $0.00 $2,180.88 Annual Payment 5 BWCUwTAP10Yr BWC Unlimited with TAP 10YR 6 $7,953.12 $0.00 $7,953.12 Annual Payment 5 C00031 TASER 10 CERTIFICATION PRO PLAN 6 $8,918.63 $157.42 $9,076.05 Annual Payment 5 Fleet3A10Yr Fleet 3 Advanced 10 Year 4 $10,656.00 $0.00 $10,656.00 Annual Payment 5 H00002 AB4 Multi Bay Dock Bundle 1 $163.89 $0.00 $163.89 Annual Payment 5 HWCNAB4 AB4 CONNECTED HARDWARE BUNDLE 6 $629.40 $0.00 $629.40 Annual Payment 5 ProLicense Pro License Bundle 1 $648.36 $0.00 $648.36 Total $37,121.01 $157.42 $37,278.43 Non-Binding Budgetary Estimate Page 9 Q-849520-46164DT Jan 2032 Invoice Plan Item Description Qty Subtotal Tax Total Annual Payment 6 100159 AXON FLEET 3 - SERVICES - ALPR API INTEGRATION 1 $300.00 $0.00 $300.00 Annual Payment 6 101283 AXON RECORDS - DRAFT ONE - AI-ASSISTED REPORT WRITING 6 $5,670.73 $0.00 $5,670.73 Annual Payment 6 102011 AXON AI ASSISTANT 6 $0.00 $0.00 $0.00 Annual Payment 6 102531 PSO VIRTUAL TRAINING 1 $0.00 $0.00 $0.00 Annual Payment 6 102603 VR IMPLEMENTATION (1-DAY) ADD-ON 1 $0.00 $0.00 $0.00 Annual Payment 6 73478 AXON EVIDENCE - REDACTION ASSISTANT USER LICENSE 6 $0.00 $0.00 $0.00 Annual Payment 6 85760 AXON AUTO-TRANSCRIBE - UNLIMITED SERVICE 6 $2,180.88 $0.00 $2,180.88 Annual Payment 6 BWCUwTAP10Yr BWC Unlimited with TAP 10YR 6 $7,953.12 $0.00 $7,953.12 Annual Payment 6 C00031 TASER 10 CERTIFICATION PRO PLAN 6 $8,918.63 $157.42 $9,076.05 Annual Payment 6 Fleet3A10Yr Fleet 3 Advanced 10 Year 4 $10,656.00 $0.00 $10,656.00 Annual Payment 6 H00002 AB4 Multi Bay Dock Bundle 1 $163.89 $0.00 $163.89 Annual Payment 6 HWCNAB4 AB4 CONNECTED HARDWARE BUNDLE 6 $629.40 $0.00 $629.40 Annual Payment 6 ProLicense Pro License Bundle 1 $648.36 $0.00 $648.36 Total $37,121.01 $157.42 $37,278.43 Jan 2033 Invoice Plan Item Description Qty Subtotal Tax Total Annual Payment 7 100159 AXON FLEET 3 - SERVICES - ALPR API INTEGRATION 1 $300.00 $0.00 $300.00 Annual Payment 7 101283 AXON RECORDS - DRAFT ONE - AI-ASSISTED REPORT WRITING 6 $5,670.73 $0.00 $5,670.73 Annual Payment 7 102011 AXON AI ASSISTANT 6 $0.00 $0.00 $0.00 Annual Payment 7 102531 PSO VIRTUAL TRAINING 1 $0.00 $0.00 $0.00 Annual Payment 7 102603 VR IMPLEMENTATION (1-DAY) ADD-ON 1 $0.00 $0.00 $0.00 Annual Payment 7 73478 AXON EVIDENCE - REDACTION ASSISTANT USER LICENSE 6 $0.00 $0.00 $0.00 Annual Payment 7 85760 AXON AUTO-TRANSCRIBE - UNLIMITED SERVICE 6 $2,180.88 $0.00 $2,180.88 Annual Payment 7 BWCUwTAP10Yr BWC Unlimited with TAP 10YR 6 $7,953.12 $0.00 $7,953.12 Annual Payment 7 C00031 TASER 10 CERTIFICATION PRO PLAN 6 $8,918.63 $157.42 $9,076.05 Annual Payment 7 Fleet3A10Yr Fleet 3 Advanced 10 Year 4 $10,656.00 $0.00 $10,656.00 Annual Payment 7 H00002 AB4 Multi Bay Dock Bundle 1 $163.89 $0.00 $163.89 Annual Payment 7 HWCNAB4 AB4 CONNECTED HARDWARE BUNDLE 6 $629.40 $0.00 $629.40 Annual Payment 7 ProLicense Pro License Bundle 1 $648.36 $0.00 $648.36 Total $37,121.01 $157.42 $37,278.43 Jan 2034 Invoice Plan Item Description Qty Subtotal Tax Total Annual Payment 8 100159 AXON FLEET 3 - SERVICES - ALPR API INTEGRATION 1 $300.00 $0.00 $300.00 Annual Payment 8 101283 AXON RECORDS - DRAFT ONE - AI-ASSISTED REPORT WRITING 6 $5,670.73 $0.00 $5,670.73 Annual Payment 8 102011 AXON AI ASSISTANT 6 $0.00 $0.00 $0.00 Annual Payment 8 102531 PSO VIRTUAL TRAINING 1 $0.00 $0.00 $0.00 Annual Payment 8 102603 VR IMPLEMENTATION (1-DAY) ADD-ON 1 $0.00 $0.00 $0.00 Annual Payment 8 73478 AXON EVIDENCE - REDACTION ASSISTANT USER LICENSE 6 $0.00 $0.00 $0.00 Annual Payment 8 85760 AXON AUTO-TRANSCRIBE - UNLIMITED SERVICE 6 $2,180.88 $0.00 $2,180.88 Annual Payment 8 BWCUwTAP10Yr BWC Unlimited with TAP 10YR 6 $7,953.12 $0.00 $7,953.12 Annual Payment 8 C00031 TASER 10 CERTIFICATION PRO PLAN 6 $8,918.63 $157.42 $9,076.05 Annual Payment 8 Fleet3A10Yr Fleet 3 Advanced 10 Year 4 $10,656.00 $0.00 $10,656.00 Annual Payment 8 H00002 AB4 Multi Bay Dock Bundle 1 $163.89 $0.00 $163.89 Annual Payment 8 HWCNAB4 AB4 CONNECTED HARDWARE BUNDLE 6 $629.40 $0.00 $629.40 Annual Payment 8 ProLicense Pro License Bundle 1 $648.36 $0.00 $648.36 Total $37,121.01 $157.42 $37,278.43 Non-Binding Budgetary Estimate Page 10 Q-849520-46164DT Jan 2035 Invoice Plan Item Description Qty Subtotal Tax Total Annual Payment 9 100159 AXON FLEET 3 - SERVICES - ALPR API INTEGRATION 1 $300.00 $0.00 $300.00 Annual Payment 9 101283 AXON RECORDS - DRAFT ONE - AI-ASSISTED REPORT WRITING 6 $5,670.72 $0.00 $5,670.72 Annual Payment 9 102011 AXON AI ASSISTANT 6 $0.00 $0.00 $0.00 Annual Payment 9 102531 PSO VIRTUAL TRAINING 1 $0.00 $0.00 $0.00 Annual Payment 9 102603 VR IMPLEMENTATION (1-DAY) ADD-ON 1 $0.00 $0.00 $0.00 Annual Payment 9 73478 AXON EVIDENCE - REDACTION ASSISTANT USER LICENSE 6 $0.00 $0.00 $0.00 Annual Payment 9 85760 AXON AUTO-TRANSCRIBE - UNLIMITED SERVICE 6 $2,180.88 $0.00 $2,180.88 Annual Payment 9 BWCUwTAP10Yr BWC Unlimited with TAP 10YR 6 $7,953.12 $0.00 $7,953.12 Annual Payment 9 C00031 TASER 10 CERTIFICATION PRO PLAN 6 $8,918.63 $157.42 $9,076.05 Annual Payment 9 Fleet3A10Yr Fleet 3 Advanced 10 Year 4 $10,656.01 $0.00 $10,656.01 Annual Payment 9 H00002 AB4 Multi Bay Dock Bundle 1 $163.89 $0.00 $163.89 Annual Payment 9 HWCNAB4 AB4 CONNECTED HARDWARE BUNDLE 6 $629.40 $0.00 $629.40 Annual Payment 9 ProLicense Pro License Bundle 1 $648.36 $0.00 $648.36 Total $37,121.01 $157.42 $37,278.43 Jan 2036 Invoice Plan Item Description Qty Subtotal Tax Total Annual Payment 10 100159 AXON FLEET 3 - SERVICES - ALPR API INTEGRATION 1 $300.00 $0.00 $300.00 Annual Payment 10 101283 AXON RECORDS - DRAFT ONE - AI-ASSISTED REPORT WRITING 6 $5,670.72 $0.00 $5,670.72 Annual Payment 10 102011 AXON AI ASSISTANT 6 $0.00 $0.00 $0.00 Annual Payment 10 102531 PSO VIRTUAL TRAINING 1 $0.00 $0.00 $0.00 Annual Payment 10 102603 VR IMPLEMENTATION (1-DAY) ADD-ON 1 $0.00 $0.00 $0.00 Annual Payment 10 73478 AXON EVIDENCE - REDACTION ASSISTANT USER LICENSE 6 $0.00 $0.00 $0.00 Annual Payment 10 85760 AXON AUTO-TRANSCRIBE - UNLIMITED SERVICE 6 $2,180.88 $0.00 $2,180.88 Annual Payment 10 BWCUwTAP10Yr BWC Unlimited with TAP 10YR 6 $7,953.12 $0.00 $7,953.12 Annual Payment 10 C00031 TASER 10 CERTIFICATION PRO PLAN 6 $8,918.63 $157.41 $9,076.04 Annual Payment 10 Fleet3A10Yr Fleet 3 Advanced 10 Year 4 $10,656.01 $0.00 $10,656.01 Annual Payment 10 H00002 AB4 Multi Bay Dock Bundle 1 $163.89 $0.00 $163.89 Annual Payment 10 HWCNAB4 AB4 CONNECTED HARDWARE BUNDLE 6 $629.40 $0.00 $629.40 Annual Payment 10 ProLicense Pro License Bundle 1 $648.36 $0.00 $648.36 Total $37,121.01 $157.41 $37,278.42 Non-Binding Budgetary Estimate Page 11 Q-849520-46164DT This Rough Order of Magnitude estimate is being provided for budgetary and planning purposes only. It is non-binding and is not considered a contractable offer for sale of Axon goods or services. Tax is estimated based on rates applicable at date of quote and subject to change at time of invoicing. If a tax exemption certificate should be applied, please submit prior to invoicing. Exceptions to Standard Terms and Conditions Rewrite Estimates Estimated Amounts and Contract Terminations. Any amounts stated as due under existing or terminated contracts — including contract transfer balances carried forward to new or pending contracts — are estimates based on payments received as of the calculation date. These estimates may be adjusted if new contracts are not executed on the anticipated dates or if expected payments are not made. Refresh Shipment Timing Technology Assurance Plan (TAP) Refresh Prior to Renewal. For Customers with expiring agreements that include TAP refresh rights, Axon may, in its discretion, ship refresh hardware under the existing contract while renewal or replacement agreements are in progress. Any such shipments will be deemed made under the terms of the existing contract until the new contract is fully executed, after which any applicable updates, fees, or adjustments will apply. Shipment Timing Shipment Variance. Estimated shipment dates are provided for planning purposes only and are not guarantees. Axon may ship hardware before or after the estimated shipment date, and failure to meet an estimated shipment date will not, by itself, constitute a breach, provided Axon uses commercially reasonable efforts to meet estimated shipment dates. Non-Binding Budgetary Estimate Page 12 Q-849520-46164DT Safe biking practices six-footapart z Maintain at least a six-foot distance from others. When you can’t maintain a safe distance, wear a face mask to help protect yourself and others. z Be visible. If you can’t see the driver, they can’t see you. Use extra caution when passing trucks, buses or approaching an intersection alongside a large vehicle. z Be seen when stopped. At red lights, stop slightly ahead of a waiting vehicle. Avoid the driver’s blind spot. z Obey traffic laws, signs and signals. Running a red light or stop sign can result in a serious crash with other vehicles or pedestrians. z Be aware of your surroundings. If using earphones, wear only one while riding. Check behind you, especially when changing lanes. Watch for opening car doors. z Ride on the road, bike lane, paved shoulder or path. Follow the rules of the road. Ride to the right  in the direction of traffic. Watch out for others and be alert for hazards that may result in a crash such as rocks, potholes, utility grates and train tracks. z Enhance visibility with proper lighting. Use a white headlight and a red taillight z Wear a helmet. Wearing a helmet will significantly reduce your risk of being killed or seriously injured in a crash. z Avoid getting “doored” Riding close to parked cars leaves cyclists vulnerable to car doors that open unexpectedly. DO ◗ Be alert and watch parked vehicles carefully. ◗ Ride in a straight line and maintain at least three feet of distance from parked vehicles. ◗ Watch vehicle tail lights to anticipate driver actions and for exiting passengers. DON’T ◗ Swerve back and forth around vehicles. z Safety at intersections When approaching intersections where cyclists and turning vehicles merge: DO ◗ Look for turning traffic. ◗ Take the full lane as necessary. DON’T ◗ Hug the curb or pass on the curbside of a turning vehicle. If vehicles are turning in front of you, move away from the direction of the turn. WisDOT 102020 1 | Page City Administrator’s Report June 5, 2026 Submitted by Robin Ginner Admin/General I’ve received a request for information on how to detach from the City (i.e. : reverse an annexation), so I’ve done some research and put together a document to explain how that procedure would happen. The most important piece is that both COER and Lincoln would have to approve it by a ¾ vote. The procedure is documented in Appendix B, attached. The League of Wisconsin Municipalities appointed me as their representative to the Incorporation Review Board for the State of Wisconsin. This board is a state agency within the Wisconsin Department of Administration (DOA) responsible for reviewing and approving proposals to incorporate new cities or villages from unincorporated town territory. The board evaluates petitions based on statutory standard s, including whether the territory is reasonably compact and homogeneous, meets population and density requ irements, and serves the public interest. In reviewing the past several years, it appears to evaluate 1-2 applications per year. Vandalism – The vandalism continues at the Farmers Market. One of the porta -johns was substantially damaged and needed to be replaced, so ERRP took care of that. Detective Rossing is looking into an 8-camera system for the market area, which will also capture traffic on north Railroad and Michigan Streets. The quote came in just under $2,400 and will be on the agenda for approval. I have Chief Salvinski looking into what budget line item can accommodate the expense. IT/Phones/Internet – It’s been a slog, but we got the rest of the connections completed in City Hall. I’ve requested a list of what we’re still be ing billed for at Norvado so I can cancel applicable accounts. We don’t have Frontier internet at the Golf Course or Airport yet, so those services will remain on Norvado until the fiber can be run. Otherwise, I believe the rest of the transition for our phone and internet is complete. The next big project is getting the Police Department off the Vilas County system. Tyler has been working with IT Strategies on that project and anticipating progress in the next month. The PD website needs to be redone in this entire process as well. I requested a subdomain for our .GOV web address, so in the future the PD will be part of our existing website infrastructure. I will work with Tyler on the website transition. We’ve been working with Frontier to get our billing straightened out, and I finally got a response with an amount of credits due to the City. Jennifer from L&W and I are comparing the sum to our notes and will get back to Frontier with whether we feel this is an appropriate amount. I’m also still waiting on an update on the Cybersecurity Grant application that I submitted in spring. My understanding was that we were supposed be notified either in May or June. I will see if I can follow up on that request as well. 2 | Page Departments /Committees/Commissions Golf Course – It has been blissfully silent. No issues whatsoever with the golf course restaurant so far this season. Kyle continues to make improvements to the course, and Tony and his crew are keeping things moving smoothly at the Clubhouse. Similar to the class action settlement claim for Visa/Mastercard I reported on previously , another settlement has been reached for Discover Card. I’ve submitted our claim on behalf of the golf course, and hopefully we’ll see something from this one as well. Planning Commission/Comprehensive Plan – The commission met to discuss a continuation of the public hearing on Amerco Real Estate Company/U -Haul’s request for a conditional use permit to construct two self-storage buildings totaling 51,977 square feet at 1100 N. Railroad Street. The matter has been tabled for two weeks to give local business owners more time to come back with appraisal studies on the impact of the new facility on their properties. Additional items include final plan review of the bike/pedestrian crossing at Bridge & Spruce Streets, a request from Meadows to purchase a city -owned parcel adjacent to 655 N. Bond Street, scheduling of future comprehensive plan sessions, and discussion o f year-round sponsor signage at local facilities. Public Works – The crew has begun providing me with lists of properties where grass needs to be mowed. Similar to what we did this past winter with the door hangers for snow removal, I’ve prepared a notice they can put on a door notifying the occupant/owner that the lawn needs to be addressed within three days, otherwise the DPW crew will mow it and charge the time to their property taxes. This appears to be a more efficient way of dealing with notices. DPW report on the previous month’s activities attached to this report (Appendix A) River Trail Commission – The Commission discussed the response from the WiDOT regarding snow removal along the proposed trail. They’ve decided to write up a resolution, hoping the language will prevent or discourage any future reversal on the decision to leave the clearing of snow up to the discretion of the municipality. Room Tax Commission – The next meeting of the Room Tax Commission is scheduled for June 10th. In addition to reviewing an additional grant application, a request for a formal audit of Chamber financials will be made by representatives of the municipalities. 2026 Projects Dog Park- I finally received a call back from the DNR regarding the wetland fill that might be needed if we were to install a dog park in the Commerce Loop parcel introduced previously. Without doing a full wetland assessment of the location, he thought it may not be a high - quality wetland, and may be exempt, but without getting a DNR guy out there to do a wetland identification service he’s only able to speculate. We may not be able to fill it in, but we would need to get that identification done in order to better understand our options. The wetland ID service costs $300/acre. 3 | Page Vic Washelesky also submitted a potential plan to incorporate the dog park behind City Hall. See Appendix C. We can try to revisit this as an option, potentially asking the DPW crew to push up the snow piles behind City Hall using the front-end loader. 2025 Street Project Close Out – John Promer from MSA and I walked the Silver Lake Road project to look at any remaining restoration needed so we can finalize this project. He’ll be in touch with Pitlik on any remaining items and once complete we’ll pay the balance and I can submit for reimbursement from the LRIP program. This is the final remaining piece to finish up the 2025 Project. 2026 Street Project – The bid packet for the 2026 road project has been released with bids due to MSA on June 25. The Council will need to let me know if they would like to have a special session to approve the bid, or if you’d like to wait until the July meeting. McKinley Blvd – I had a couple residents from McKinley visit me this past month asking ab out improvements to McKinley. I let them know about the grant funds awarded and told them a timeline was not set for the resurfacing of the roadway but would be in the next couple of years. They asked if there was something that could be done to reduce the severity of the culverts. I did talk with Brad Adamovich on what options we may have available. They will post some rough road /bump signs and see if there is something they can do with cold patch to minimize the bumps. 4 | Page Appendix A – Public Works Department for May Submitted by Brad Adamovich During the month of May, the DPW crew worked on preparing the parks for the upcoming summer usage. Additionally, the DPW concentrated on road sweeping and patching of roadways that sustained damage during the winter. The DPW crew also repaired a failing manhole casting on Adams Rd and replaced a section of sewer main on S. Willow St. DPW received very few sewer calls during the month. No sewer calls that were received were a result of an obstruction in a main city sewer line. Broad overview of DPW work activity during the month: • Patch streets, alleys, and parking lots with cold patch asphalt • Mow and general park and ROW grounds maintenance • Locates of Sanitary Sewer and Storm Drains for Diggers Hotline • Swept Streets • Sign repairs and replacement of signs damaged over the winter • Installation of new road signs • Maintenance of municipal buildings • Picked up animal road kills • Delivered and picked up signage and barricades for events held within the city • Broomed off roads/intersections/trail crossings/parking lots • Emptied and monitored yard waste disposal dumpster • Maintenance of machinery • Jetted sewer mains • Continued trap, neuter, return program of the stray cats • Patched potholes in roadways and sidewalks • Raked parks and road ROW’s • Graded gravel streets • Reviewed bills/invoices for the city and approved accordingly • Maintenance on boat landing off division/Forest St. • Completed installation of ladders and swim ropes at beach • Dispersed picnic tables and benches throughout parks and ROW’s • Turned on water and opened park bathrooms • Repaired urinal at beach • Removed urinal at Depot bathroom • Broomed and swept islands on Bridge Street • Removed leaking fuel tank from old blue dump truck • Removed downed trees and debris from road ROWs • Trimmed overhanging trees within ROWs • Trapped nuisance animals 5 | Page • Worked with surrounding townships to put buoy markers in the lakes and rivers • Maintenance of playground at the beach • Repaired picnic tables damaged by rot • Placed pedestrian yield signs out in business district on Wall St • Addressed graffiti in different areas of the city • Rebuilt failing manhole casting on Adams Rd • Jetted sewer laterals at sewer plant • Hauled wood chips to Gremban park • Dug up and repaired a 14’ section of sewer main on S. Willow St 6 | Page Appendix B – Detachment Procedure For a property to reverse annexation Step-by-Step Process for Detachment of Territory (Reversing Annexation) Under Wisconsin Statute § 66.0227 From City of Eagle River to Town of Lincoln This document outlines the statutory process for detaching territory from the City of Eagle River and attaching it to the Town of Lincoln. It is intended as a clear reference for Property Owners initiating the request and for City Officials handling the petition. Important Notes • This is a complex legal process requiring cooperation between the City and Town. • A single property owner can initiate but usually needs sufficient land area or support to meet signature thresholds. • All timelines are strict; missing them voids the process. SECTION 1: PROCESS FOR PROPERTY OWNER(S) 1. Prepare the Territory Description o Obtain a precise legal description and scale map of the exact territory (your property or larger area) to be detached. o Confirm it is contiguous to the Town of Lincoln. o Consider impacts on taxes, zoning, services, utilities, and special districts. 2. Publish Class 1 Notice of Intent o Publish a Class 1 notice (under Chapter 985) in a local newspaper of general circulation. o The notice must state the intention to circulate a detachment petition, include the legal description and map, name the City and Town involved, and provide contact information. o Keep proof of publication. 3. Circulate and File the Petition (within 120 days of notice publication) o The petition must be signed by:  A majority of the owners of three-fourths (3/4) of the taxable land area in the territory, OR  All owners if there is no taxable land. o File the signed petition with the City of Eagle River Clerk. 4. City Review and Possible Ordinance (60 days) o The City Common Council may (but is not required to) pass a detachment ordinance by a 3/4 vote of all members. o If passed, proceed to Town acceptance. o If the City does not pass the ordinance within 60 days, the petition is automatically rejected. 5. Town of Lincoln Acceptance (60 days after City ordinance) o The Town Board must pass an attachment ordinance by a 3/4 vote of all members. o If the Town does not act or rejects it, the process ends. 7 | Page 6. Referendum (if triggered) o Either governing body may call a referendum. o Or, electors can force one with a petition signed by at least 5% of the votes cast for governor in the last election (in the relevant area). o The referendum is held in the territory whose electors petitioned for detachment. o Ballots: “For Detachment” or “Against Detachment.” o Requires a majority “For Detachment” vote to proceed. o Timing: 70–100 days after petition filing or ordinance passage. 7. Final Filing and Recording (if approved) o The City Clerk handles filing the ordinances, certificate, legal description, and map with:  Vilas County Register of Deeds  Wisconsin Department of Administration (DOA)  Affected utilities, school districts, etc. o Zoning from the City generally continues until the Town acts to change it. o Adjust taxes, assets, and liabilities as needed. SECTION 2: PROCESS FOR THE CITY OF EAGLE RIVER 1. Receive Notice and Petition o Upon receiving the Class 1 Notice publication or the petition, log the date. o Review the petition for completeness, proper signatures, and legal description. 2. Governing Body Action (within 60 days of petition filing) o Place the detachment request on the Common Council agenda. o Council may enact a detachment ordinance by three-fourths (3/4) vote of all members. o Consider fiscal impact, service delivery, tax base effects, and “rule of reason.” o If approved, forward the ordinance promptly to the Town of Lincoln. o If not approved within 60 days → Petition is rejected; notify petitioner. 3. Referendum Consideration o The City may call a referendum on its own. o Must call one if a valid elector petition (5% threshold) is filed within 30 days of the ordinance passage. o Oversee or coordinate the election per state law (Chs. 6 & 7). 4. Coordinate with Town of Lincoln o Provide the Town with the detachment ordinance and supporting documents. o Monitor the Town’s 60-day response period. 5. Final Administrative Steps (if both ordinances pass and referendum succeeds, if held) o Prepare and file required documents:  Certified copies of both ordinances  Legal description and scale map  Certificate of detachment/attachment o File with: Vilas County Register of Deeds, DOA, and other affected entities. o Update City records, tax rolls, maps, and notify departments (public works, utilities, assessor, etc.). 8 | Page 6. Post-Detachment o Adjust any shared services, infrastructure responsibilities, or financial settlements with the Town. o Respond to any legal challenges (detachment actions can be reviewed by courts for reasonableness). 9 | Page Appendix C – Dog Park Plan Suggestion Submitted by Vic Washelesky Becher-Hoppe Associates, Inc. Date: 12-Sep-25 BHA Project No.: Prepared By: AJW (715) 845-8000 Checked By: Item WisDOT Project Manual Estimated Unit Total No. REF Section Quantity Cost Cost 1 204.0150 - Removing Curb and Gutter 80 LF $20.00 $1,600.00 2 204.0155 - Removing Sidewalk 253 SY $15.00 $3,788.33 3 205.0100 - Excavation Common 259 CY $25.00 $6,481.48 4 305.0110 - Base Aggregate Dense 3/4 Inch 59 TON $35.00 $2,079.75 5 305.0120 - Base Aggregate Dense 1 1/4 Inch 289 TON $25.00 $7,231.65 6 455.0605 - Tack Coat 28 GAS $4.00 $112.00 7 460.5223 - HMA Pavement 3 LT 58-28-S 52 TON $150.00 $7,762.50 8 460.5245 - HMA Pavement 5 LT 58-34 S 29 TON $200.00 $5,750.00 9 601.0407 Concrete Curb & Gutter 18-Inch Type D 36 LF $50.00 $1,800.00 10 601.0419 - Concrete Curb & Gutter 30-Inch Type L 44 LF $40.00 $1,760.00 11 602.0415 - Concrete Sidewalk 6-inch 645 SF $20.00 $12,900.00 12 602.0505 - Curb Ramp Detectable Warning Field, Yellow 100 SF $60.00 $6,000.00 13 602.0605 - Curb Ramp Detectable Warning Field Radial Yellow 30 SF $70.00 $2,100.00 14 611.9710 - Salvaged Inlet Covers 2 EA $750.00 $1,500.00 15 616.03XX Gate 2 EA $3,000.00 $6,000.00 16 619.1000 - Mobilization 1 EA $7,500.00 $7,500.00 17 625.0500 - Salvaged Topsoil 294 SY $4.00 $1,177.78 18 628.2102 - Moving Signs Type II 1 EA $500.00 $500.00 19 628.1905 - Mobilizations Erosion Control 1 EA $400.00 $400.00 20 628.1910 - Mobilizations Emergency Erosion Control 1 EA $200.00 $200.00 21 627.0200 - Mulching 294 SY $1.50 $441.67 22 628.7015 - Inlet Protection, Type C 10 EA $60.00 $600.00 23 629.0210 - Fertilizer Type B 0.2 CWT $150.00 $27.83 24 630.0140 - Seeding Mixture No. 40 8.0 LB $25.00 $198.75 25 634.0616 - Posts Wood 4x6-inch x 16-ft 7 EA $110.00 $770.00 26 637.xxxx - Signs 143 SF $40.00 $5,724.17 27 643.5000 - Traffic Control (Both Stages) 1 EA $12,500.00 $12,500.00 28 646.7420 - Marking Crosswalk Epoxy Tr nasverse Line 6-Inch 100 LF $15.00 $1,500.00 29 654.0101 Concrete Bases Type 1 7 EACH $1,500.00 $10,500.00 30 657.0305 Poles Type 2 2 EACH $3,000.00 $6,000.00 31 657.0420 Traffic Signal Standards Aluminum 13-FT 1 EACH $600.00 $600.00 32 657.0595 Trombone Arms 25-FT 2 EACH $2,500.00 $5,000.00 33 SPV - Protective Thermoplastic Coating at Snowmobile Trail 22 SY $150.00 $3,366.67 34 Rectangular Rapid Flashing Beacon (RRFB) Wireless & Solar Powered System Station (2x flashing beacons, 1 wireless solar panel cabinet, 1 solar panel, 1 battery, 1 push button, 1 passive radar detector, 1 radio control cabinet) 2 LS $7,000.00 $14,000.00 Opinion of Probable Costs Eagle River Revitalization Committee USH 45 Crossing 2025.024 Item Description Unit P:\2025\2025.024 - Eagle River Revit Program-GHT-USH 45 Crossing\Design\OPC\USH 45 Crossing_final.xlsx 1 of 2 5/14/2026 3:15 PM Item WisDOT Project Manual Estimated Unit Total No. REF Section Quantity Cost Cost Item Description Unit 35 - Rectangular Rapid Flashing Beacon (RRFB) Wireless & Solar Powered Median System Station (1 flashing beacons, 1 wireless solar panel cabinet, 1 solar panel, 1 batter, 1 push button, 1 radio control cabinet) 1 LS $5,000.00 $5,000.00 $142,872.56 Construction Costs $142,872.56 15% Contingency 21,430.88 $ Project Total 164,303.45 $ Item WisDOT Project Manual Estimated Unit Total No. REF Section Quantity Cost Cost 2 204.0155 - Removing Sidewalk 164 SY $15.00 $2,461.67 3 205.0100 - Excavation Common 27 CY $25.00 $683.80 5 305.0120 - Base Aggregate Dense 1 1/4 Inch 65 TON $25.00 $1,629.71 6 455.0605 - Tack Coat 28 GAS $4.00 $112.00 7 460.5223 - HMA Pavement 3 LT 58-28-S 21 TON $150.00 $3,184.78 8 460.5245 - HMA Pavement 5 LT 58-34 S 12 TON $200.00 $2,359.10 12 602.0505 - Curb Ramp Detectable Warning Field, Yellow 10 SF $60.00 $600.00 $11,031.06 Construction Costs $11,031.06 15% Contingency 1,654.66 $ Project Total 12,685.71 $ Project Total Plus M.A. 1 176,989.16 $ MANDATORY ALTERNATE #1 Item Description Unit P:\2025\2025.024 - Eagle River Revit Program-GHT-USH 45 Crossing\Design\OPC\USH 45 Crossing_final.xlsx 2 of 2 5/14/2026 3:15 PM Mud17 EagleRiverTaylorL.GordonL.LoonL.MudMinnowL. DollarL.SilverL.EagleL.OtterL.DuckL.Yellow L.Perch LittlePine L. LINCOLNCatfish L.Spring L. Frost L.Birch L.Seneca L.Lotus L. W DIVISION ST W RIVERVIEW ST N BIRCH ST USH 45USH 45RAILROAD STE DIVISION ST W WALL ST E SPRUCE ST EAGLE RIVER RIVERVIEW PARK PROJECT AREA E STATE PROJECTFEDERAL PROJECTPROJECTCONTRACTSTATE OF WISCONSINDEPARTMENT OF TRANSPORTATIONPLAN OF PROPOSED IMPROVEMENT TitleProject OverviewGeneral Notes1ORDER OF SHEETS BECHER HOPPE PROJECT NUMBER LAYOUTSCALE0 2 2 CORPORATE LIMITSPROPERTY LINELOT LINEEXISTING RIGHT OF WAYSLOPE INTERCEPT COMBUSTIBLE FLUIDS POWER POLETELEPHONE POLE ORIGINAL GROUNDMARSH OR ROCK PROFILE UTILITY PEDESTAL GASELECTRICGE T PROPOSED OR NEW R/W LINE CAUTION WOODED OR SHRUB AREAMARSH AREA EXISTING CULVERTPROPOSED CULVERT (Box or Pipe) CULVERT (Profile View) CONVENTIONAL SYMBOLS ROCK (To be noted as such) SSWSANSANITARY SEWERSTORM SEWERWATER COUNTY: WITH:PROJECT ID: PLOT NAME : P:\2025\2025.024 - EAGLE RIVER REVIT PROGRAM-GHT-USH 45 CROSSING\CAD\PLANS\010101-TI.DWGFILE NAME : 5/14/2026 7:57 AMPLOT DATE :PLOT BY :AARON J. WALLNER FOFIBER OPTICUTILITIESREFERENCE LINE GRADE LINEPROFILE TELEPHONE SPECIAL DITCHLABELLIMITED HIGHWAY EASEMENT TOTAL SHEETS = GRADE ELEVATION 95.36 PLAN Section No.Section No.Section No. 300'EB' Construction Details2Section No.Curb Ramp Details2Section No.Permanent Signage2Section No.Standard Detail Drawings6Section No. Typical Sections2Section No. Grading and Erosion Control5Section No.Traffic Control2Section No. 2025.024 VILAS VILAS COUNTYUSH 45EAGLE RIVER REVITALIZATION PROGRAM BICYCLE AND PEDESTRIAN CROSSING2025.024 1 MI SurveyorPREPARED BY STATE OF WISCONSIN DATE: Designer (Signature)APPROVED FOR THE DEPARTMENT DEPARTMENT OF TRANSPORTATION Project ManagerRegional ExaminerRegional SupervisorNANABECHER HOPPEBECHER HOPPEBECHER HOPPE HORIZONTAL POSITIONS SHOWN ON THIS PLAN ARE WISCONSINCOORDINATE REFERENCE SYSTEM (WISCRS),NAD83 ( ), IN U.S. SURVEY FEET. POSITIONS SHOWN ARE GRIDCOORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRID DISTANCESARE THE SAME AS GROUND DISTANCES.ELEVATIONS ARE REFERENCED TO NAVD 88 ( ). GPS DERIVEDELEVATIONS ARE BASED ON GEOID2011VILAS COUNTY,201218 26 DIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com DESIGN PROJECT MANAGER PHONE: EMAIL:AARON WALLNERBECHER HOPPE ASSOCIATES, INC330 N 4TH STREETWAUSAU WI, 54403(715) 845-8000AWALLNER@BECHERHOPPE.COMDESIGN PROJECT LEADER PHONE: EMAIL:LAURA VAN VALKENBERGGREAT HEADWATERS TRAILS FOUNDATIONPO BOX 1164EAGLE RIVER, WI 54521(715) 303-4483GHTRAILS@GMAIL.COM CONTACTS PHONE: EMAIL:JO ANN SIMONSEXECUTIVE DIRECTOR525 E MAPLE STREET, PO BOX 2302EAGLE RIVER, WI 54521(715) 477-0645DIRECTOR@EAGLERIVERREVITALIZATION.ORG EAGLE RIVER REVITALIZATION PROGRAM CONTACT TOTAL PROJECT AREA = _________ ACRESTOTAL AREA EXPECTED TO BE DISTURBED BY CONSTRUCTION ACTIVITIES = ________ACRES HYDROLOGIC SOIL GROUPA B C DSLOPE RANGE (PERCENT)SLOPE RANGE (PERCENT)SLOPE RANGE (PERCENT)SLOPE RANGE (PERCENT)LAND USE:0-22-66 & OVER0-22-66 & OVER0-22-66 & OVER0-22-66 & OVERROW CROPS:.08.16.22.12.20.27.15.24.33.19.28.38.22.30.38.26.34.44.30.37.50.34.41.56MEDIAN STRIPTURF:.19.20.24.19.22.26.20.23.30.20.25.30.24.26.30.25.28.33.26.30.37.27.32.40SIDE SLOPETURF:.25.27.28.30.32.34.36.38PAVEMENT:ASPHALT: .70 - .95CONCRETE:.80 - .95BRICK: .70 - .80DRIVES, WALKS:.75 - .85ROOFS: .75 - .95GRAVEL ROADS, SHOULDERS:.40 - .60 RUNOFF COEFFICIENT TABLE 1.625 0.267 ABUTABUTMENTACACREAGGAGGREGATEAHAHEADANGLEAADTANNUAL AVERAGE DAILY TRAFFICAEWAPRON ENDWALLASPHASPHALTICBKBACKBCBACK OF CURBBADBASE AGGREGATE DENSEBL OR B/LBASE LINEBMBENCH MARKCBCATCH BASINCL OR C/LCENTER LINEΔCENTRAL ANGLE OR DELTACECOMMERCIAL ENTRANCECONCCONCRETECSWCONCRETE SIDEWALKCONSTCONSTRUCTIONCPCONTROL POINTCOCOUNTYCTHCOUNTY TRUCK HIGHWAYCYCUBIC YARDCPCULVERT PIPECPCACULVERT PIPE CORRUGATED ALUMINUMCPCPECULVERT PIPE CORRUGATED POLYETHYLENECPCPPCULVERT PIPE CORRUGATED POLYPROPYLENECPCSCULVERT PIPE CORRUGATED STEELCPCSACCULVERT PIPE CORRUGATED STEEL ALUMINUM COATEDCPCSPCCULVERT PIPE CORRUGATED STEEL POLYMER COATEDCPRCCULVERT PIPE REINFORCED CONCRETECPRCHECULVERT PIPE REINFORCED CONCRETE HORIZONTAL ELLIPTICALCPSCULVERT PIPE SALVAGEDCPTCULVERT PIPE TEMPORARYC & GCURB AND GUTTERDDEGREE OF CURVEDHVDESIGN HOUR VOLUMEDIADIAMETERDDDIRECTIONAL DISTRIBUTIONDEDRAINAGE EASEMENTDWYDRIVEWAYEAEACHEBEASTBOUNDEL OR ELEVELEVATIONEMBEMBANKMENTEWENDWALLEATENERGY ABSORBING TERMINALESALSEQUIVALENT SINGLE AXLE LOADSEXCEXCAVATIONEBSEXCAVATION BELOW SUBGRADEEXISTEXISTINGFERTFERTILIZERFEFIELD ENTRANCEFL OR F/LFLOW LINEFTFOOTFTMSFREE TRAFFIC MANAGEMENT SYSTEMHESHIGH EARLY STRENGTHHEHIGHWAY EASEMENTCWTHUNDRED WEIGHTIN DIAINCH DIAMETERINLINLETIDINSIDE DIAMETERINTERSINTERSECTIONIHINTERSTATE HIGHWAYINVINVERTJTJOINT LTLEFTLHFLEFT HAND FORWARDL LENGTH OF CURVELFLINEAR FOOTLCLONG CHORD OF CURVELSLUMP SUMMGALONE THOUSAND GALLONSMHMANHOLEML OR M/LMATCH LINENOMNOMINALNCNORMAL CROWNNBNORTHBOUNDNONUMBERODOUTSIDE DIAMETERPAVTPAVEMENTPLEPERMANENT LIMITED EASEMENTPCPOINT OF CURVATUREPIPOINT OF INTERSECTIONPTPOINT OF TANGENCYPCCPORTLAND CEMENT CONCRETELBPOUNDPSIPOUNDS PER SQUARE INCHPEPRIVATE ENTRANCEPROJPROJECTPLPROPERTY LINEPRWPROPOSED RIGHT OF WAYR RADIUSRL OR R/LREFERENCE LINEREQDREQUIREDRTRIGHTRHFRIGHT HAND FORWARDR/WRIGHT OF WAYRDROADRDWYROADWAYSHLDRSHOULDERSWSIDEWALKSBSOUTHBOUNDSPECSSPECIFICATIONSSFSQUARE FEETSYSQUARE YARDSDDSTANDARD DETAIL DRAWINGSSTHSTATE TRUNK HIGHWAYSTASTATIONSSPCSTORM SEWER PIPE COMPOSITESSCPESTORM SEWER PIPE CORRUGATED POLYETHYLENESSCPPSTORM SEWER PIPE CORRUGATED POLYPROPYLENESSPNRCSTORM SEWER PIPE NON-REINFORCED CONCRETESSPRCSTORM SEWER PIPE REINFORCED CONCRETESSPRCSTORM SEWER PIPE REINFORCED CONCRETESSPRCHESTORM SEWER PIPE REINFORCED CONCRETE HORIZONTAL ELLIPTICALSESUPERELEVATIONSL OR S/LSURVEY LINETEMPTEMPORARYTITEMPORARY INTERESTTLETEMPORARY LIMITED EASEMENTTCTOP OF CURBTL OR T/LTRANSIT LINET TRUCKS (PERCENT OF)TYPTYPICALUSHUNITED STATES HIGHWAYVARVARIABLEVCVERTICAL CURVEVPCVERTICAL POINT OF CURVATUREVPIVERTICAL POINT OF INTERSECTIONVPTVERTICAL POINT OF TANGENCYWWESTWBWESTBOUND STANDARD ABBREVIATIONSTHE LOCATIONS OF EXISTING UTILITY FACILITIES SHOWN ON THE PLANSARE APPROXIMATE. THERE MAY BE OTHER UTILITY INSTALLATIONSWITHIN THE PROJECT AREA THAT ARE NOT SHOWN.GENERAL NOTESCONTRACTOR WILL BE RESPONSIBLE FOR RESHAPING AND SEEDING ANYPREVIOUSLY GRASSED AREAS WHICH ARE DISTURBED BY OPERATIONS,OUTSIDE OF THE NORMAL CONSTRUCTION LIMITS.HMA PAVEMENT WEIGHT CALCULATIONS ARE BASED ON 115 LBS/SY/IN.RIGHT OF WAY INFORMATION AND PROPERTY LINE DATA SHOWN ONTHE PLANS ARE APPROXIMATE.THE CONTRACTOR IS TO WORK WITH UTMOST CARE AND PROTECT ALLSURVEY MARKERS. REMOVAL OF ANY SURVEY MARKER IS TO BE WITHTHE APPROVAL OF THE ENGINEER. IF SURVEY MARKERS ARE DESTROYED,THEY ARE TO BE REPLACED AT THE COST OF THE CONTRACTOR.TOPSOIL SHALL BE PLACED 1-INCH BELOW THE TOP OF ADJACENT CURBSOR SIDEWALKS.RADIUS DIMENSIONS FOR THE CURB AND GUTTER ARE TO THE FLANGELINE UNLESS OTHERWISE NOTED.PAVEMENT REMOVAL WILL BE TO THE NEAREST JOINT OR A SAWEDEDGE WILL BE REQUIRED AS DIRECTED BY THE ENGINEER.CURB AND GUTTER PLAN GRADES ARE AT THE FLANGE LINE UNLESSOTHERWISE NOTED.SAWCUTS, AS SHOWN ON THE PLANS, ARE SUGGESTED LOCATIONS ANDMAY BE ADJUSTED AT THE DISCRETION OF THE ENGINEER TO BETTERSUIT FIELD CONDITIONS.TRAFFIC CONTROL DEVICES SHALL BE ADJUSTED TO FIT FIELDCONDITIONS AS DIRECTED BY THE ENGINEER.DO NOT DRIVE OR STORE EQUIPMENT, OR STORE CONSTRUCTIONMATERIALS IN ENVIRONMENTALLY SENSITIVE AREAS, WETLANDS ORWATERWAYS.MANDATORY ALTERNATE #1 SHALL CONSIST OF THE REMOVAL OFSIDEWALK ALONG THE SOUTH AND EAST EXTENTS OF THE PROJECT ANDREPLACING WITH HOT MIX ASPHALT. FRONTIER COMMUNICATIONSPHONE:(262) 446-9821RHINELANDER, WI 5450153 N STEVENS STFIBER OPTIC WISDOT/CADDS SHEET 42EHWY:COUNTY:P:\2025\2025.024 - EAGLE RIVER REVIT PROGRAM-GHT-USH 45 CROSSING\CAD\PLANS\020101-GN.DWGFILE NAME : 5/14/2026 8:03 AMPLOT DATE :PLOT BY :AARON J. WALLNER 2 PROJECT NO: PLOT NAME : 2 SHEET PLOT SCALE :1" = 1'2025.024USH 45VILASGENERAL NOTESLAYOUT NAME - 01 EL S WV WVWV MH MH OH OH OH FOFO FO FO FOFOFO XXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXX B B W16-9P B XXXXXXXX X XXXX XXXX X E SPRUCE ST RAILROAD STUSH 45/STH 32/ STH 17 USH 45/STH 32/ STH 17 RIVERVIEW PARK W RIVERVIEW STW DIVISION ST GIS PROPERTY LINE (TYP.)CITY OF EAGLE RIVER PRIVATE PROPERTY CITY OF EAGLE RIVER PRIVATE PROPERTY PRIVATE PROPERTYPRIVATE PROPERTYPRIVATE PROPERTY PRIVATE PROPERTY PRIVATEPROPERTY PRIVATE PROPERTY MOTORIZED VEHICLETRAIL TO REMAIN INFORMATION BOARD/KIOSKTO BE INSTALLED BY OTHERS RECTANGULAR RAPID FLASHING BEACON (RRFB)WIRELESS AND SOLAR POWER SYSTEM (TYP.) CURB RAMP STEEL PIPE GATE (TYP.)SEE CONSTRUCTION DETAIL B/06. EXISTING CURB RAMPS TO REMAIN EXISTING SIDEWALK TO BE REMOVED. SEEPLAN SHEETS FOR RESTORATION LIMITS. EXISTING SIDEWALK TO REMAIN AS A PART OF THEBASE PROJECT. SEE TYPICAL SECTION "PEDESTRIANMULTI-USE TRAIL ALONG SIDEWALK" EXISTING SNOWMOBILE TRAILCROSSING AND RAMPS TO RECEIVENEW THERMOPLASTIC COATING PROPOSED SIGNCURB RAMPS CURB RAMPSTEEL PIPE GATE (TYP.)SEE CONSTRUCTION DETAILS.SNOWMOBILE TRAIL TO BE RE-ALIGNED. SEE PLANSHEETS FOR GRADES AND RESTORATION LIMITS. CURB RAMP PROPOSED SIGNSPROPOSED SIGN PROPOSED SIGN MEDIAN PUSHBUTTON ASSEMBLY PROPOSED SIGNEXISTING FENCE TO BE REMOVED & BOTH SNOWMOBILETRAIL DIRECTIONAL SIGNS TO BE REMOVED ANDRE-INSTALLED ALONG RE-ALIGNED TRAILEXISTING "NO RIGHT TURN" SIGNTO BE REMOVED & RE-INSTALLED EXISTING TRAIL STOP SIGN TO BE REMOVED ANDRE-INSTALLED OUTSIDE OF RE-ALIGNED TRAIL.105+30 100+00 101+00 102+00 103+00104+00 105+00 EXISTING SNOWMOBILETRAIL TO BE REMOVED CURB RAMP MANDATORY ALTERNATE #1:REMOVE EXISTING CONCRETE SIDEWALK,REPLACE WITH HOT MIX ASPHALT WISDOT/CADDS SHEET 42EHWY:COUNTY:P:\2025\2025.024 - EAGLE RIVER REVIT PROGRAM-GHT-USH 45 CROSSING\CAD\PLANS\020201-PO.DWGFILE NAME : 5/14/2026 8:08 AMPLOT DATE :PLOT BY :AARON J. WALLNER 2 PROJECT NO: PLOT NAME : 2 SHEET PLOT SCALE :1 IN:40 FT2025.024USH 45VILASPROJECT OVERVIEWLAYOUT NAME - 01 GENERAL NOTES-SEE PERMANENT SIGNAGE SHEET FOR EXACT SIGN PLACEMENTS.-SEE CURB RAMP DETAIL SHEETS FOR ALL CURB RAMP DESIGNS.-PROPERTY LINES ARE BASED ON 2025 GIS DATA FROM VILAS COUNTY.-AERIAL IMAGE IS FROM 2025 MICROSOFT MAP DATA. 1 %WIDTH VARIESWIDTH VARIES EXISTING BASE AGGREGATEDIRT TRAIL UNKNOWN THICKNESS EXISTING SNOWMOBILE TRAIL 1 %6' 6' 6" BASE AGGREGATE DENSE 1 1/4 -INCH 3" BASE AGGREGATE DENSE 3/4-INCH SNOWMOBILE TRAIL PROPOSED TYPICAL SECTION 1 % 1 % EXISTING GROUND, SEED,FERTILIZER, TOPSOIL, MULCHDISTURBED AREASEXISTING GROUND, SEED,FERTILIZER, TOPSOIL, MULCHDISTURBED AREAS RL RLEXISTING GROUND EXISTING GROUND WISDOT/CADDS SHEET 42EHWY:COUNTY:P:\2025\2025.024 - EAGLE RIVER REVIT PROGRAM-GHT-USH 45 CROSSING\CAD\PLANS\020301-TS.DWGFILE NAME : 5/14/2026 8:30 AMPLOT DATE :PLOT BY :AARON J. WALLNER 2 PROJECT NO: PLOT NAME : 2 SHEET PLOT SCALE :1 IN:5 FTLAYOUT NAME - 012025.024USH 45VILASTYPICAL SECTIONS 1 %5' 5' PEDESTRIAN MULTI-USE TRAILSTA 100+05-100+60STA 104+20 -105+20 1 % 1 %VARIES 5'-6'VARIES 4'-5' EXISTING SIDEWALK TO REMAIN*PEDESTRIAN MULTI-USE TRAIL ALONG SIDEWALKSTA 100+60 - 103+30 VARIES (1-3%)EXISTING GROUND 6.5" BASE AGGREGATE DENSE 1 1/4 -INCH RAILROAD STREET6:1 SEED, FERTILIZER,TOPSOIL, MULCH EXISTING GROUND6:1 SEED, FERTILIZER,TOPSOIL, MULCH EXISTING GROUND6:1 SEED, FERTILIZER,TOPSOIL, MULCHRL RL 3.5" HOT MIX ASPHALT1.25" 5 LT 58-34 S2.25" 3 LT 58-28 S NOTE*SEE CURB RAMP DETAIL SHEETS FORCONCRETE ONLY AREAS 1 %5' 5' REMOVE EXISTING SIDEWALKPEDESTRIAN MULTI-USE TRAIL ALONG SIDEWALK: MANDATORY ALTERNATE #1STA 100+60 - 103+30 1%EXISTING GROUND 6.5" BASE AGGREGATE DENSE 1 1/4 -INCH RAILROAD STREET6:1 SEED, FERTILIZER,TOPSOIL, MULCHRL 3.5" HOT MIX ASPHALT1.25" 5 LT 58-34 S2.25" 3 LT 58-28 S 6.5" BASE AGGREGATE DENSE 1 1/4 -INCH3.5" HOT MIX ASPHALT1.25" 5 LT 58-34 S2.25" 3 LT 58-28 S WISDOT/CADDS SHEET 42EHWY:COUNTY:P:\2025\2025.024 - EAGLE RIVER REVIT PROGRAM-GHT-USH 45 CROSSING\CAD\PLANS\020301-TS.DWGFILE NAME : 5/14/2026 8:30 AMPLOT DATE :PLOT BY :AARON J. WALLNER 2 PROJECT NO: PLOT NAME : 2 SHEET PLOT SCALE :1 IN:5 FTLAYOUT NAME - 022025.024USH 45VILASTYPICAL SECTIONS LIGHTSWARNINGTURN ONBUTTON TOPUSH CONCRETE BASES TYPE 2CONTRACTOR TO SUBMIT STAMPEDCONCRETE BASE DESIGN BASED ON SITECONDITIONS TRANSFORMER BASESBREAKAWAY 11 1/2-INCHBOLT CIRCLEAUDIBLE PEDESTRIAN PUSH BUTTONS(FACE TOWARDS SIDEWALK)R10-25 (9"X12")(FACE TOWARDS SIDEWALK) 2-RRFB INDICATORS (MIN. 5"WIDE X 2" HIGH)**ASSEMBLY SHALL NOTPROJECT BEYOND EDGESOF MAIN SIGN. 2-RRFB INDICATORS (MIN. 5" WIDE X 2" HIGH)**ASSEMBLY SHALL NOT PROJECT BEYOND EDGESOF MAIN SIGN. POLES TYPE 2 TROMBONE ARMS 25-FT25'-0" 3'-6"6'-3" +/- 3" 2'-0" MIN.4'-0" MAX. 17'-0" MIN.19'-0" MAX. W11-15*36"X36" W16-7L***30"X18" W11-15*36"X36" NOTES:*TWO (2) W11-15 SIGNS MOUNTED BACK TO BACK**MOUNT RRFB LIGHT BARS BACK TO BACK***ONE (1) W16-7L AND ONE (1) W16-7R SIGN MOUNTED BACK TO BACK. ARROW SHALL BE DIRECTED TOWARDS THE CURB.RRFB SYSTEM SHALL BE WIRELESSLY LINKED TO RRFB SYSTEM LOCATED ON THE SOUTHBOUND SIDE OF USH 45 AND MEDIAN SO ALL SYSTEMS ARE ACTIVATED SIMULTANEOUSLYWHEN BUTTON IS PRESSED.RRFB SYSTEM SHALL BE SOLAR POWERED. PROVIDE AND MOUNT SOLAR PANELS PER MANUFACTURER RECOMMENDATIONS.MOUNT SYSTEM CONTROLLER CABINETS ON POLES PER MANUFACTURER RECOMMENDATIONS.SEE S.D.D. "CONCRETE BASES, TYPES 1, 2, 5 &6" FOR MORE INFORMATION ON CONCRETE BASES TYPE 2.SEE S.D.D. "TRANSFORMER/PEDESTAL BASES" FOR MORE INFORMATION.SEE S.D.D. "POLE MOUNTINGS FOR TRAFFIC SIGNALS, TYPE 2" FOR MORE INFORMATION ON POLES TYPE 2. EXISTING PAVEMENTEXISTING GROUND RECTANGULAR RAPID FLASHING BEACON (RRFB) WIRELESS & SOLAR POWERED SYSTEM05NOT TO SCALEA TRAFFIC SIGNAL STANDARDS ALUMINUM 15-FT6'-3" MIN 2'MIN LOCATE ABOVE PUSH BUTTON.3.5' MOUNTING HEIGHT TOPUSH BUTTON.3'-6"PEDESTAL BASE TYPE 1 CONCRETE BASES TYPE 1CONTRACTOR TO SUBMIT STAMPED CONCRETEBASE DESIGN BASED ON SITE CONDITIONS AUDIBLE PEDESTRIAN PUSH BUTTON2.1' RECTANGULAR RAPID FLASHING BEACON (RRFB) SYSTEM - MEDIAN05NOT TO SCALEB NOTES:*TWO (2) W11-5 SIGNS MOUNTED BACK TO BACK.**MOUNT RRFB LIGHT BARS BACK TO BACK.***ONE (1) W16-7L AND ONE (1) W16-7R SIGN MOUNTED BACK TO BACK. ARROW SHALL BE DIRECTED TOWARDS THE SHOULDER.ALL RRFB LOCATIONS SHALL BE WIRELESSLY LINKED TO EACHOTHER SO ALL SYSTEMS ARE ACTIVATED SIMULTANEOUSLY WHEN ANYPUSH BUTTON IS PRESSED.RRFB SYSTEM SHALL BE SOLAR POWERED. PROVIDE AND MOUNT SOLAR PANELS PER MANUFACTURER RECOMMENDATIONS. SOLARPANEL TO BE MOUNTED 13 FEET ABOVE FINISHED GRADE.MOUNT SYSTEM CONTROLLER CABINETS ON POLES TYPE 1 PER MANUFACTURER RECOMMENDATIONS.SEE S.D.D. "TRANSFORMER/PEDESTAL BASES" FOR MORE INFORMATION. LIGHTSWARNINGTURN ONBUTTON TOPUSHR10-25 (9"X12")(FACE TOWARDS SIDEWALK) 2-RRFB INDICATORS (MIN. 5" WIDE X 2" HIGH)**ASSEMBLY SHALL NOT PROJECT BEYOND EDGESOF MAIN SIGN. W11-15*36"X36" W16-7L***30"X18"LIGHTSWARNINGTURN ONBUTTON TOPUSHR10-259" X 12" 110V AC CONTROL CABINET WITH WIRELESSCOMMUNICATION CABINET HEIGHT MAYVARY BASED ON INSTALLERS DISCRETION110V AC CONTROL CABINET WITH WIRELESSCOMMUNICATION CABINET HEIGHT MAYVARY BASED ON INSTALLERS DISCRETION13' SOLAR PANEL, BATTERY, AND ALL ANCILLARYITEMS TO BE INSTALLED PERMANUFACTURER RECOMMENDATIONS SOLAR PANEL, BATTERY, AND ALL ANCILLARYITEMS TO BE INSTALLED PERMANUFACTURER RECOMMENDATIONS WISDOT/CADDS SHEET 42EHWY:COUNTY:P:\2025\2025.024 - EAGLE RIVER REVIT PROGRAM-GHT-USH 45 CROSSING\CAD\PLANS\021001-CD.DWGFILE NAME : 5/14/2026 8:35 AMPLOT DATE :PLOT BY :AARON J. WALLNER 2 PROJECT NO: PLOT NAME : 2 SHEET PLOT SCALE :1:40LAYOUT NAME - 052025.024USH 45VILASCONSTRUCTION DETAILS 54" 5' VARIES 6" 7'7' STEEL PIPE GATE DETAIL06NOT TO SCALEBNOTES:1. STEEL PIPE GATE TYPICAL2. SIGNS MOUNTED DIRECTLY TO GATE PEDESTRIANSBICYCLESPROHIBITEDMOTOR BICYCLESNON MOTORIZED TRAFFICR5-5736"X36" STAY ONSIDEWALK NOTE:1)SIGN IS TYPE II, TYPE F REFLECTIVE2)COLORS:BACKGROUND - WHITEMESSAGE - BLACK3)SIGN PLATE: W4-4B 30" 12" R1.5" 3" 1.25" 1.25" 2" SNOWMOBILE ROUTED11-624"X18" STAY ON SIDEWALK SIGN DETAIL06NOT TO SCALEC CONCRETE BASES TYPE 1CONTRACTOR TO SUBMIT STAMPED CONCRETEBASE DESIGN BASED ON SITE CONDITIONS FLAG LINEEXISTING PAVEMENT SURFACE REMOVING CURB & GUTTERCONCRETE CURB & GUTTER 30-INCH TYPE DOR 6-INCH SLOPED, 36-INCH TYPE DFINISHED GRATE ELEVATION CONSTRAINEDBY ADJACENT GRADE OF EXISTING CURB1" DEPRESSION BELOWNORMAL FLOW LINEFLOWLINE CONSTRUCTION JOINTSAWING CONCRETE FLOW LINEEDGE OF PAVEMENTCONSTRUCTION JOINTSAWING CONCRETE SAWING ASPHALT SALVAGE AND RESET EXISTING COVER UNLESS NEW COVER NOTED IN PLAN.SALVAGE AND RESET, OR REMOVAL OF EXISTING COVERS, PAID FOR AS SALVAGED INLET COVERS.NEW COVERS (WHERE REQUIRED) PAID FOR AS INLET COVERS AS NOTED IN PLAN. EXISTING BASE AGGREGATE DENSEDEPTH VARIES SAWING ASPHALTAS SHOWN BELOW FLAGLINE EXISTING CURB & GUTTER(30-INCH TYPE D SHOWN, OTHERS SIMILAR) SAWING CONCRETE SAWING CONCRETE REPAIR AND ADJUSTAS NECESSARY TO MEETREQUIRED GRADENOTES:·ADJUST INLETS PRIOR TO FINALASPHALT OVERLAY.·COMMON EXCAVATION TO BEINCIDENTAL TO ADJUSTING INLETCOVERS BID SECTION A-A ELEVATION TOP OF CURB A (EXISTING PAVEMENT) A FLOW ASPHALTIC SURFACE PATCHING TO MATCH EXISTINGDEPTH, PLACE WITH MAX LIFT HEIGHT OF 3". AA 24" 17 3/4"6"6"2 1/2"4" VAR 3' NOR INLET COVERVAR 3' NOR REPLACE BASE AGGREGATE AS NEEDEDTO MATCH EXISTING CROSS SECTION 2' MAX VAR 3' NOR VAR 3' NOR EXISTING HMA AND BASEAGGREGATE DENSE 1 1/4-INCH TOBE REMOVED AS NEEDED AND PAIDAS EXCAVATION COMMON.CONTRACTOR TOMATCH EXISTINGRING MATERIAL. ADJUSTING INLET COVERS DETAIL06NOT TO SCALEA WISDOT/CADDS SHEET 42EHWY:COUNTY:P:\2025\2025.024 - EAGLE RIVER REVIT PROGRAM-GHT-USH 45 CROSSING\CAD\PLANS\021001-CD.DWGFILE NAME : 5/14/2026 8:36 AMPLOT DATE :PLOT BY :AARON J. WALLNER 2 PROJECT NO: PLOT NAME : 2 SHEET PLOT SCALE :1:40LAYOUT NAME - 062025.024USH 45VILASCONSTRUCTION DETAILS S MP WVWV XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXX RAILROAD ST COMMERCIALDRIVEWAY SIDEWALK TO BE REMOVED.SEE PLAN SHEETS FOR LIMITS.EXITING MOTORIZED TRAIL TO REMAINEXITING MOTORIZED TRAIL TO BE RESTORED 100+00 100+50 101+00 USH 45/STH 32/ STH 1712 34 56789 10 111213 1415 16 17 1819 20 212223 PI: 100+89.53 SURVEY MONUMENT.DO NOT DISTURB South HMA Curb RampPOINT NUMBER1234567891011121314151617181920212223 STATION100+03.67100+04.28100+18.29100+18.89100+21.59100+21.07100+19.86100+18.76100+07.12100+08.23100+06.64100+07.81100+05.60100+13.33100+19.77100+33.08100+50.37100+56.32100+23.11100+56.26100+63.68100+29.37100+21.04 OFFSET25.13' RT24.65' RT17.50' RT17.23' RT4.81' RT4.81' RT10.17' RT15.04' RT12.07' RT7.19' RT11.95' RT7.40' RT8.48' RT5.22' LT5.20' LT5.15' LT5.08' LT0.03' LT0.02' LT4.98' RT15.65' RT16.21' RT16.71' RT ELEVATION1637.301637.291637.291637.291637.561637.561637.471637.391637.571637.651637.491637.681637.731637.731637.701637.651637.531637.431637.621637.421637.241637.231637.30 NORTHING106410.61106411.26106422.23106422.67106435.33106435.18106429.70106424.72106424.12106429.10106424.09106428.78106427.09106442.47106444.35106448.24106453.29106450.22106440.39106445.42106437.42106426.74106423.80 EASTING501032.29501032.74501044.01501044.49501043.40501042.91501043.33501043.72501031.73501031.34501031.23501031.01501029.22501032.54501038.71501051.44501067.97501075.15501043.43501076.57501086.82501054.20501046.40 146.5 LF MARKINGLINE EPOXY 6-INCH CURB RAMPDETECTABLEWARNING FIELDRADIAL, YELLOW R42' 21 LF SAWINGCONCRETE 2.2%1.5% 1.5%1.5%12.0' LEGENDCURB RAMP TYPEADA COMPLIANT LANDING PAD3.5" HOT MIX ASPHALTXLPHMA LP HMA 5 LF SAWINGCONCRETE 4B1 4" HMA CURB 1.3%1.3% 0.7% 5.0'1.5% MANDATORY ALTERNATE 1:CURB RAMP TO BE INSTALLED WITHTRUNCATED DOMES AND HMA SURFACE WISDOT/CADDS SHEET 42EHWY:COUNTY:P:\2025\2025.024 - EAGLE RIVER REVIT PROGRAM-GHT-USH 45 CROSSING\CAD\PLANS\021301-CR.DWGFILE NAME : 5/14/2026 10:39 AMPLOT DATE :PLOT BY :AARON J. WALLNER 2 PROJECT NO: PLOT NAME : 2 SHEET PLOT SCALE :1 IN:10 FT2025.024USH 45VILASCURB RAMP DETAILSLAYOUT NAME - 01 GENERAL NOTES-PROPERTY LINES ARE BASED ON 2025 GIS DATA FROM VILAS COUNTY.-AERIAL IMAGE IS FROM 2025 MICROSOFT MAP DATA.-SEE PLAN SHEETS FOR HMA GRADING WV MHMH OH OH OH OH OH OH OH FO FO FO FO FOFOFOFOFOFOFO FO FOFOFOFOFOFO FO XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX B B XXXXXXX XXXXXXXX XXX XXXX XX XX XX XXXXXX E SPRUCE ST RAILROAD ST USH 45/STH 32/ STH 17 SIDEWALK TO BE REMOVED.SEE PLAN SHEETS FOR LIMITS. 103+00 103+50 104+00 PC: 103+56.67 PT: 103+67.99 1638.660BM HYD NW BOLT 49 LF MARKINGLINE EPOXY 6-INCH CONCRETE CURB ANDGUTTER 18-INCH TYPE D CONCRETE CURB ANDGUTTER 18-INCH TYPE DTRANSITION EXISTING INLET26 LF SAWING ASPHALT 20 LF SAWING ASPHALT 5051 525354 55565758596061626364656667EXISTING MANHOLE TO REMAINEXISTING LIGHT POLE TO REMAINNE Curb RampPOINT NUMBER5051525354555657585960616263646566676869 STATION103+36.62103+36.63103+56.88103+59.11103+58.62103+60.17103+60.83103+62.31103+63.73103+65.93103+64.47103+69.07103+69.02103+68.91103+68.99103+59.21103+37.56103+41.64103+57.55103+60.44 OFFSET0.03' LT4.13' RT8.05' RT9.80' RT14.85' RT16.49' RT12.64' RT9.05' RT10.78' RT8.70' RT6.33' RT8.00' RT5.00' RT5.00' LT8.00' LT1.50' LT5.87' LT0.00'3.18' RT5.52' RT ELEVATION1636.591636.501636.291636.371636.401636.471636.441636.371636.441636.261636.291636.411636.111636.071636.391636.141636.641636.491636.221636.29 NORTHING106693.64106695.36106715.62106720.49106722.78106727.22106725.35106724.06106726.77106725.34106722.76106723.80106720.92106711.30106708.38106713.03106692.10106698.23106714.33106719.19 EASTING501027.57501031.37501026.53501025.37501030.03501028.04501024.20501019.37501017.00501011.91501014.54501006.81501007.65501010.39501011.11501016.87501021.86501025.54501021.70501020.54 6869 100101102 103104105106 107108 109110111 112113114 115Median Curb RampPOINT NUMBER100101102103104105106107108109110111112113114115116 STATION103+97.68103+97.72103+97.66103+97.96103+98.00103+98.26104+01.69104+01.83104+06.69104+06.83104+10.62104+10.63104+10.77104+10.71104+10.69104+14.32104+14.19 OFFSET8.00' LT6.00' LT5.00' LT5.00' RT6.00' RT12.63' RT4.98' LT5.02' RT4.96' LT5.04' RT4.94' LT5.94' LT9.01' RT6.06' RT5.06' RT9.02' RT5.96' LT ELEVATION1636.431636.451635.941635.921636.331636.231636.111635.961636.191636.041635.981636.351636.241636.291635.891635.941636.04 NORTHING106700.82106702.74106703.72106713.29106714.24106720.57106702.68106712.29106701.38106710.99106700.37106699.40106713.78106710.95106709.99106712.86106698.43 EASTING500983.43500982.86500982.66500979.73500979.43500977.43500978.77500975.99500973.94500971.16500970.14500970.40500966.32500967.15500967.44500962.90500966.96 47.5 LF MARKINGLINE EPOXY 6-INCH19 LF SAWING ASPHALT CURB RAMP DETECTABLEWARNING FIELD YELLOW (TYP.)CONCRETE CURB ANDGUTTER 30-INCH TYPE L 116 10.0'5.0' 10.0'4.8' 7.2' 4.2%1.5%1.5%1.0%0.2% 0.9% 0.7% 1.5%1.5%3.4%2.1%0.8% 0.8%1.5% 1.0%2.6% LEGENDCURB RAMP TYPEADA COMPLIANT LANDING PAD3" HOT MIX ASPHALTCONCRETE SIDEWALK 6-INCH XLPHMASW6 HMA SW6LP 5 LF SAWING CONCRETE 5 LF SAWING CONCRETE5 LF SAWINGCONCRETE 3 5 BASE PROJECT: REPLACE FROM POINTS51-52 WITH 6" CONCRETE SIDEWALKMANDATORY ALTERNATE #1: REPLACE FROMPOINTS 51-52 WITH HOT MIX ASPHALT 1.5%0.7% 1.5%1.1%1.3% 10.0'10.0' SW61.5%1.5%3.9%5.3% 3.9' 3.9'LP RESET INLET COVER WISDOT/CADDS SHEET 42EHWY:COUNTY:P:\2025\2025.024 - EAGLE RIVER REVIT PROGRAM-GHT-USH 45 CROSSING\CAD\PLANS\021301-CR.DWGFILE NAME : 5/14/2026 11:44 AMPLOT DATE :PLOT BY :AARON J. WALLNER 2 PROJECT NO: PLOT NAME : 2 SHEET PLOT SCALE :1 IN:10 FT2025.024USH 45VILASCURB RAMP DETAILSLAYOUT NAME - 02 GENERAL NOTES-PROPERTY LINES ARE BASED ON 2025 GIS DATA FROM VILAS COUNTY.-AERIAL IMAGE IS FROM 2025 MICROSOFT MAP DATA.-SEE PLAN SHEETS FOR HMA GRADING EL OH OH OH OH OH OH OH OH FO FO FO FO FO FOFOFO FO FO FO FO FO XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX B XXXXXXXXXXXXXXXX XXXXXXXXXX RIVERVIEW PARKW RIVERVIEW ST GIS PROPERTY LINE (TYP.) PRIVATE PROPERTY USH 45/STH 32/ STH 17 RIVERVIEW PARK 104+50 105+00 105+30 PI: 104+38.49 PC: 104+89.42 PT: 105+09.85 27 LF SAWING ASPHALTCURB RAMP DETECTABLEWARNING FIELD YELLOWCONCRETE CURB ANDGUTTER 30-INCH TYPE L150151152 153154155156157 158159 160161 6.8'6.6'6.7'6.6' NW Curb RampPOINT NUMBER150151152153154155156157158159160161 STATION104+38.41104+35.93104+33.93104+34.13104+36.13104+38.49104+45.20104+45.21104+38.49104+38.45104+45.22104+45.24 OFFSET11.60' LT11.58' LT11.56' LT11.64' RT11.62' RT11.60' RT11.57' RT5.00' RT5.00' RT5.00' LT5.00' LT11.61' LT ELEVATION1636.361636.111636.131635.951635.931636.081636.361635.991635.881636.011636.111636.59 NORTHING106686.62106687.29106687.83106710.16106709.62106708.94106707.04106700.73106702.60106692.97106691.11106684.76 EASTING500945.09500947.48500949.40500943.09500941.17500938.78500932.30500934.11500940.59500943.31500936.87500938.68 175176177178179180181182183184 185186 190 187188 189 10.0'5.0'3.2' North HMA Curb RampPOINT NUMBER175176177178179180181182183184185186187188189190 STATION105+19.42105+19.43105+19.68105+19.69105+16.53105+11.53105+09.29105+04.51104+89.19104+89.17105+16.27105+11.27105+07.10105+07.08104+89.42104+87.99 OFFSET5.50' RT5.00' RT5.00' LT5.50' LT5.08' LT5.21' LT5.24' LT5.21' LT5.00' LT15.00' LT4.91' RT4.79' RT4.76' RT5.08' RT5.00' RT16.72' LT ELEVATION1636.741636.741636.811636.811636.841636.891636.911636.941637.050.001636.781636.841636.901636.901636.940.00 NORTHING106658.26106658.29106658.75106658.78106661.90106666.89106668.94106672.02106678.95106669.34106661.44106666.43106671.48106671.54106688.49106668.02 EASTING500877.41500877.91500887.89500888.39500887.75500887.52500887.42500887.77500894.62500897.41500877.77500877.53500877.53500877.22500891.63500899.01 7.2% 5.2% 2.9% 5.7%1.5%1.5% 1.2% 1.0%1.0% 1.2%0.6%0.5% LP HMA 7A SW6 LEGENDCURB RAMP TYPEADA COMPLIANT LANDING PAD3" HOT MIX ASPHALTCONCRETE SIDEWALK 6-INCH XLPHMASW6 HMALP3 SLOPE INTERCEPT (TYP.) R10' R20' R22' RESET INLET COVER6.7'3.4%10.0'1.3%4.3% 1.0% GENERAL NOTES-PROPERTY LINES ARE BASED ON 2025 GIS DATA FROM VILAS COUNTY.-AERIAL IMAGE IS FROM 2025 MICROSOFT MAP DATA.-SEE PLAN SHEETS FOR HMA GRADING WISDOT/CADDS SHEET 42EHWY:COUNTY:P:\2025\2025.024 - EAGLE RIVER REVIT PROGRAM-GHT-USH 45 CROSSING\CAD\PLANS\021301-CR.DWGFILE NAME : 5/14/2026 12:45 PMPLOT DATE :PLOT BY :AARON J. WALLNER 2 PROJECT NO: PLOT NAME : 2 SHEET PLOT SCALE :1 IN:10 FT2025.024USH 45VILASCURB RAMP DETAILSLAYOUT NAME - 03 EL SMP WV WVWV MH MH OH OH OH FOFO FO FO FOFOFOB B W16-9P B B B W16-9P B PRIVATE PROPERTY PRIVATEPROPERTY PRIVATE PROPERTY PRIVATE PROPERTYPRIVATE PROPERTYPRIVATE PROPERTY PRIVATE PROPERTY CITY OF EAGLE RIVER PRIVATE PROPERTY CITY OF EAGLE RIVER GIS PROPERTY LINE (TYP.) 160' W DIVISION ST W RIVERVIEW ST RIVERVIEW PARK USH 45/STH 32/ STH 17 USH 45/STH 32/ STH 17 RAILROAD ST E SPRUCE ST PEDESTRIANSBICYCLESPROHIBITEDMOTOR BICYCLESNON MOTORIZED TRAFFICR5-57PEDESTRIANSBICYCLESPROHIBITEDMOTOR BICYCLESNON MOTORIZED TRAFFICR5-5736"X36"36"X36" W11-15W11-1530"X30"30"X30"AHEADW16-9PW16-9PAHEAD24"X12"24"X12" BIKE ROUTED11-1D11-1BIKE ROUTE24"X18"24"X18" W11-15W11-1530"X30"30"X30"AHEADW16-9PW16-9PAHEAD24"X12"24"X12" STAY ONSIDEWALK30"x12"21"X21"21"X21"M6-1M6-1 BIKE ROUTED11-1D11-1BIKE ROUTE24"X18"24"X18"STAY ONSIDEWALK30"x12"21"X21"21"X21"M6-1M6-1 SEE CONSTRUCTIONDETAILS FOR SIGNAGEMOUNTED TO GATE SEE CONSTRUCTIONDETAILS FOR SIGNAGEMOUNTED TO GATE SALVAGED "NO RIGHTTURN" SIGN 160' 105+30 100+00 101+00 102+00 103+00104+00 105+00 PI: 100+89.53 PI: 102+75.92 PI: 104+38.49 PC: 103+56.67 PC: 104+89.42 PT: 103+67.99 PT: 105+09.85 0102 03 040506 07 08 09 1011 12 Sign Post LocationsPOINT NUMBER010203040506070809101112 STATION100+20.32100+36.23102+34.82102+61.60102+72.72103+49.09103+62.27101+99.73104+48.70104+52.40104+71.87104+91.91 OFFSET8.62' LT7.51' LT25.86' LT7.76' LT10.14' LT6.83' LT17.69' RT40.99' LT164.64' RT10.83' RT20.49' RT22.81' RT NORTHING106447.78106451.43106591.45106622.35106632.29106702.21106731.80106553.47106853.16106704.34106708.23106703.37 EASTING501038.22501053.75501039.78501049.29501043.76501016.25501023.19501035.54500886.58500925.59500904.21500880.83 SIGNS 1-5 REPRESENT VARIOUS SNOWMOBILE SIGNSTO BE RELOCATED. CONTRACTOR TO INSTALL PERGUIDANCE FROM THE CITY OF EAGLE RIVER STAY ONSIDEWALK30"x12"21"X21"21"X21"M6-1M6-1 W11-15W11-1530"X30"30"X30" SHEET 2 PLOT NAME : PROJECT NO: 2 AARON J. WALLNERPLOT BY :PLOT DATE :5/14/2026 12:52 PMFILE NAME :P:\2025\2025.024 - EAGLE RIVER REVIT PROGRAM-GHT-USH 45 CROSSING\CAD\PLANS\023201-PS.DWGCOUNTY:HWY: EWISDOT/CADDS SHEET 42PLOT SCALE :1 IN:40 FT2025.024USH 45VILASPERMANENT SIGNAGELAYOUT NAME - 01 NOTES-PROPERTY LINES ARE BASED ON 2025 GIS DATA FROMVILAS COUNTY.-AERIAL IMAGE IS FROM 2025 MICROSOFT MAP DATA-SEE CONSTRUCTION DETAILS FOR "STAY ON SIDEWALK"SIGN SPECIFICS EL WVMH MH OH OH OH FOFOFO FOFOFOB B W16-9P B B B W16-9P B 105+30 103+00 104+00 105+00 PI: 104+38.49 PC: 103+56.67 PC: 104+89.42 PT: 103+67.99 PT: 105+09.85 E W20-1AWORKROADAHEADWORKROADAHEADW20-1A TYPE III BARRICADECLOSEDLANER11-2LR11-2LCLOSEDLANE48"X30"48"X30" G20-2AENDROAD WORKENDROAD WORKG20-2A48"X24"48"X24" 125'50'200'200' SIGN TO BE INSTALLED 200'NORTH OF "RIGHT LANECLOSED AHEAD" SIGN W20-55AAHEADLEFT LANECLOSEDAHEADLEFT LANECLOSEDW20-55A WO4-2LWO4-2L 15'210' SHEET 2 PLOT NAME : PROJECT NO: 2 AARON J. WALLNERPLOT BY :PLOT DATE :5/14/2026 1:23 PMFILE NAME :P:\2025\2025.024 - EAGLE RIVER REVIT PROGRAM-GHT-USH 45 CROSSING\CAD\PLANS\025100-TC_STAGE2.DWGCOUNTY:HWY: EWISDOT/CADDS SHEET 42PLOT SCALE :1 IN:50 FT2025.024USH 45VILASTRAFFIC CONTROL: INSIDE LANE CLOSURELAYOUT NAME - Stage 2 (N) SMP WVWV OH FO 105+30 100+00 101+00 102+00 PI: 100+89.53 PC: 104+89.42 PT: 105+09.85 S S S E W20-1AWORKROADAHEADWORKROADAHEADW20-1A W20-1AWORKROADAHEADWORKROADAHEADW20-1A W20-1AWORKROADAHEADWORKROADAHEADW20-1A G20-2AENDROAD WORKENDROAD WORKG20-2A48"X24"48"X24" 114' 25' 125'125' 200' (TYP)125'50' WO4-2LWO4-2LW20-55AAHEADLEFT LANECLOSEDAHEADLEFT LANECLOSEDW20-55A SHEET 2 PLOT NAME : PROJECT NO: 2 AARON J. WALLNERPLOT BY :PLOT DATE :5/14/2026 1:23 PMFILE NAME :P:\2025\2025.024 - EAGLE RIVER REVIT PROGRAM-GHT-USH 45 CROSSING\CAD\PLANS\025100-TC_STAGE2.DWGCOUNTY:HWY: EWISDOT/CADDS SHEET 42PLOT SCALE :1 IN:50 FT2025.024USH 45VILASTRAFFIC CONTROL: INSIDE LANE CLOSURELAYOUT NAME - Stage 2 (S) EL WVMH MH OH OH OH FOFOFO FOFOFOB B W16-9P B B B W16-9P B 105+30 103+00 104+00 105+00 PI: 104+38.49 PC: 103+56.67 PC: 104+89.42 PT: 103+67.99 PT: 105+09.85 E W20-1AWORKROADAHEADWORKROADAHEADW20-1A W20-5AAHEADRIGHT LANECLOSEDAHEADRIGHT LANECLOSEDW20-5A WO4-2RWO4-2R TYPE III BARRICADECLOSEDLANER11-2LR11-2LCLOSEDLANE48"X30"48"X30" G20-2AENDROAD WORKENDROAD WORKG20-2A48"X24"48"X24" 225'50'60'200'200' SIGN TO BE INSTALLED 200'NORTH OF "RIGHT LANECLOSED AHEAD" SIGN TEMPORARY PEDESTRIAN DETOUR TEMPORARY PEDESTRIAN DETOUR SHEET 2 PLOT NAME : PROJECT NO: 2 AARON J. WALLNERPLOT BY :PLOT DATE :5/14/2026 1:23 PMFILE NAME :P:\2025\2025.024 - EAGLE RIVER REVIT PROGRAM-GHT-USH 45 CROSSING\CAD\PLANS\025100-TC.DWGCOUNTY:HWY: EWISDOT/CADDS SHEET 42PLOT SCALE :1 IN:50 FT2025.024USH 45VILASTRAFFIC CONTROL: OUTSIDE LANE CLOSURELAYOUT NAME - Stage 1 (N) SMP WVWV OH FO 105+30 100+00 101+00 102+00 PI: 100+89.53 PC: 104+89.42 PT: 105+09.85 S S S E W20-1AWORKROADAHEADWORKROADAHEADW20-1A W20-1AWORKROADAHEADWORKROADAHEADW20-1A W20-1AWORKROADAHEADWORKROADAHEADW20-1A W20-5AAHEADRIGHT LANECLOSEDAHEADRIGHT LANECLOSEDW20-5AWO4-2RWO4-2R G20-2AENDROAD WORKENDROAD WORKG20-2A48"X24"48"X24" 114' 25' 125'125' 200' (TYP)125'50' TEMPORARY PEDESTRIAN DETOUR SHEET 2 PLOT NAME : PROJECT NO: 2 AARON J. WALLNERPLOT BY :PLOT DATE :5/14/2026 1:22 PMFILE NAME :P:\2025\2025.024 - EAGLE RIVER REVIT PROGRAM-GHT-USH 45 CROSSING\CAD\PLANS\025100-TC.DWGCOUNTY:HWY: EWISDOT/CADDS SHEET 42PLOT SCALE :1 IN:50 FT2025.024USH 45VILASTRAFFIC CONTROL: OUTSIDE LANE CLOSURELAYOUT NAME - Stage 1 (S) S MPWV COMMERCIAL DRIVEWAY 100+00 101+00 102+00R25.0 N72°47'55"E89.53' N16°57'07"W186.39' PI: 100+89.53 R38.0 R50.0-0.83% -2.79% -2.42% -1.02% -1.00%-1.00% -1.00% -1.00% -0.72% -2.14% -2.14% -0.31%0.11% -0.47% -1.00%-1.00% -1.00% -2.56% USH 45/STH 32/ STH 17 RE-ALIGNED SNOWMOBILE TRAIL 1637.0 1637.51637.5 1636.81636.9 1637.11637.21637.31637.4 1637.5 1637.21637.3 1637.4 1637.61637.7 1637.01637.11637.21637.31637.4 1637.01636.81636.91637.11637.21637.3 1637.5 1637.21637.31637.4 1637.6 1637.7 1637.7 1637.7 1637.0 1637.5 1636.81636.91637.11637.2 1637.3 1637.4 1637.6 SEE CURB RAMP SHEETS FORGRADES FROM B.O.P - STA 100+60 EXISTING SIDEWALK TO REMAIN. CONTRACTORTO PAVE AGAINST EDGE OF SIDEWALK. EXISTING SIDEWALKTO REMAIN GRADING/ RESTORATIONLIMITS (TYP.)STA 100+59.30, -0.06' LTEL 1637.42 STA 100+27.70, -24.71' LTEL 1637.70 STA 100+39.64, -18.69' LTEL 1637.62 STA 100+50.78, -5.54' LTEL 1637.53STA 100+49.22, -38.45' LTEL 1637.59 STA 100+59.47, -5.05' LTEL 1637.46 STA 101+19.44, -5.17' LTEL 1637.16 STA 101+79.14, -15.88' LTEL 1637.20 STA 101+84.33, -26.71' LTEL 1637.32STA 102+00.73, -22.98' LTEL 1637.17 STA 102+00.73, -10.98' LTEL 1637.05STA 102+00.71, -5.54' LTEL 1636.88STA 101+88.97, -12.38' LTEL 1637.11 STA 100+38.66, -44.19' LTEL 1637.71 STA 100+59.49, -30.05' LT STA 100+75, -10.44' LTEL 1637.37STA 101+10, -7.02' LTEL 1637.25STA 101+50, -5.24' LTEL 1637.06STA 101+75, -5.19' LTEL 1636.99 STA 101+50.80, -29.42' LTEL 1637.44 STA 101+56.26, -40.15' LTEL 1637.56 -1.00% PLOT SCALE :1 IN:10 FTWISDOT/CADDS SHEET 44EHWY:COUNTY:P:\2025\2025.024 - EAGLE RIVER REVIT PROGRAM-GHT-USH 45 CROSSING\CAD\PLANS\050201-PN.DWGFILE NAME : 5/14/2026 2:47 PMPLOT DATE :PLOT BY :AARON J. WALLNER 5 PROJECT NO: PLOT NAME : 5 SHEET LAYOUT NAME - 012025.024USH 45VILASGRADING & EROSION CONTROL WVMH OH OH OH OH OH OH FOFO FO FOFO FO B B RAILROAD ST USH 45/STH 32/ STH 17 103+00 104+00 N24°15'08"W80.75' S74°43'10"W70.50' CURVE 1PI STA = 103+63.51Y = 106718.166X = 501016.558D = 716°11'50"T = 6.84'L = 11.31'R = 8.00'PC STA = 103+56.67Y = 106711.933X = 501019.366PT STA = 103+67.99Y = 106716.365X = 501009.963DB = N24°15'08"WDA = S74°43'10"W LTDELTA = 81°01'41" PI: 102+75.92 PC: 103+56.67 PT: 103+67.99-1.06%-2.68% -1.00% -0.54%-0.58% -1.04%-2.10% -1.00% -1.00%-0.34%-0.65%-3.02% -1.77% -2.57% R50.0 R38.0 BM HYD NW BOLT1638.661637.0 1636.71636.81636.9 1637.1 1636.61636.71636.81636.9 EXISTING SNOWMOBILE TRAILCROSSING GRADES TO REMAIN SEE CURB RAMPSHEETS FOR GRADES SEE CURB RAMPSHEETS FOR GRADES GRADING/ RESTORATIONLIMITS (TYP.)SEE CURB RAMPSHEETS FOR GRADES STA 102+50.36, -11.80' LTEL 1636.93 STA 102+50.37, -23.80' LTEL 1637.05 STA 102+58.24, -24.62' LTEL 1636.97 STA 102+81.33, -20.09' LTEL 1636.86 STA 102+49, -33.46' LTEL 1636.79STA 102+48.73, -32.07' LTEL 1636.84 STA 102+69.50, -5.07' LTEL 1636.52 RECTANGULAR RAPID FLASHING BECANSTA 103+60.82, -5.52' LT RECTANGULAR RAPID FLASHING BECANMEDIAN PUSH BUTTON ASSEMBLYSTA 104+04.22, -6.83' LT CENTER OF GATE POSTSTA 102+54.96, -25.13' LT CENTER OF GATE POSTSTA 102+56.27, -8.89' LT STA 102+50, -5.26' LTEL 1636.62STA 102+25, -5.31' LTEL 1636.75 STA 103+00, -5.85' LTEL 1636.58 STA 103+25, -5.86' LTEL 1636.63 PLOT SCALE :1 IN:10 FTWISDOT/CADDS SHEET 44EHWY:COUNTY:P:\2025\2025.024 - EAGLE RIVER REVIT PROGRAM-GHT-USH 45 CROSSING\CAD\PLANS\050201-PN.DWGFILE NAME : 5/14/2026 2:54 PMPLOT DATE :PLOT BY :AARON J. WALLNER 5 PROJECT NO: PLOT NAME : 5 SHEET LAYOUT NAME - 022025.024USH 45VILASGRADING & EROSION CONTROL OHOHOHOHOHOHOHOHOHOH FO FO FO FO FO FO FO FO FO B B USH 45/STH 32/ STH 17 RIVERVIEW PARK GIS PROPERTY LINE (TYP.) RIVERVIEW PARK 105+30 104+00 105+00 S73°55'55"W50.93' S4°06'07"E19.71'CURVE 2PI STA = 105+01.57Y = 106680.325X = 500881.336D = 381°58'19"T = 12.15'L = 20.43'R = 15.00'PC STA = 104+89.42Y = 106683.689X = 500893.016PT STA = 105+09.85Y = 106668.202X = 500882.206DB = S73°55'55"WDA = S04°06'07"E LTDELTA = 78°02'02" PI: 104+38.49PC: 104+89.42PT: 105+09.85 R10.0R10.0 -1.00% -1.00% -1.04%-1.00% 0.65% -1.35% 1636.5 1636.2 1636.3 1636.4 1636.61636.71636.8 1636.51637.0 1636.41636.61636.71636.81636.9 1636.51636.31636.41636.61636.71636.81636.9 1636.5 1636.6 GRADING/ RESTORATIONLIMITS (TYP.) SEE CURB RAMPSHEETS FOR GRADES SEE CURB RAMPSHEETS FOR GRADES EXISTING SNOWMOBILE TRAILCROSSING GRADES TO REMAIN RECTANGULAR RAPID FLASHING BECANMEDIAN PUSH BUTTON ASSEMBLYSTA 104+04.22, -6.83' LT STA 104+49.48, 5.01' RTEL 1636.15 STA 104+59.10, 14.97' RTEL 1636.39 STA 104+59.19, 35.60' RTEL 1636.56 STA 104+69.16, 35.48' RTEL 1636.66 STA 104+69.11, 15.03' RTEL 1636.49 STA 104+76.01, 22.76' RTEL 1636.44 STA 104+76.13, 35.47' RTEL 1636.29 STA 104+79.11, 15.00' RTSTA 104+69.88, 11.15' RTEL 1636.57STA 104+88.35, 5.00' RTEL 1636.95 STA 104+78.28, -5.22' LTEL 1637.03STA 104+69.93, -5.00' LTEL 1636.76 STA 104+52.52, -5.00' LTEL 1636.39CENTER OF GATE POSTSTA 104+47.56, -6.40' LTCENTER OF GATE POSTSTA 104+58.52, -18.46' LTSTA 104+45.25, -11.91' LTEL 1636.75 RECTANGULAR RAPID FLASHING BECANSTA 104+39.68, 6.11' RTSTA 104+79.05, 5.00' RTEL 1636.97-3.23%-2.12% STA 104+49.10, 15.00' RT PLOT SCALE :1 IN:10 FTWISDOT/CADDS SHEET 44EHWY:COUNTY:P:\2025\2025.024 - EAGLE RIVER REVIT PROGRAM-GHT-USH 45 CROSSING\CAD\PLANS\050201-PN.DWGFILE NAME : 5/14/2026 2:56 PMPLOT DATE :PLOT BY :AARON J. WALLNER 5 PROJECT NO: PLOT NAME : 5 SHEET LAYOUT NAME - 032025.024USH 45VILASGRADING & EROSION CONTROL ... . ... . .. ... . ..... . .. . ... . ... . .. ... . ..... . .. . .. ... .. .. . ..... ... . .. ... . .... . . .. . . ... . ... . .. ... . ..... . .. .. . . ... ... . ... . .. ..... . ... ... . .. .... .. . . . .. . ... .. (TYPICAL FOR ALL CURB & GUTTER TYPES) ... ... . .. ... . ..... . .. . . .. . ... ... . .. ... . ..... . .. . ... .... . .... .. ...... .......... . ..... ... .... ......... ... ... ....... .... . . . .. . .. . ... . 12'15'10" & ABOVELESS THAN 10" ... . .... . .. ... . .... . . .. . . ..... ..... .... ... . ..... ..... . . . ... . ... . . GENERAL NOTES 12 CONCRETE CURB AND GUTTER 30"REVERSE SLOPE GUTTER CONCRETE CURB AND GUTTER 18"CONCRETE CURB AND GUTTER PARTIAL SECTION OF PAVEMENTWITH INTEGRAL CURB AND GUTTER TYPES K & L CONCRETE CURB AND GUTTER 36"TYPES K & L 4" SLOPED CURB TYPES G & J 6" SLOPED CURB TYPES G & J TYPES A & D 6" SLOPED CURB TYPES A & D 4" SLOPED CURB TYPES A & D 4" SLOPED CURB TYPES R & TCONCRETE CURB AND GUTTER 30" PAVEMENT THICKNESSAND MAXIMUM CONCRETEPANEL WIDTH TABLE TYPES A & D345678 TYPES TBT & TBTT PAVEMENTTHICKNESSMAXIMUM PANELWIDTH 22"28"36"30"TBT & TBTTX 1 (OPTIONAL CURB SHAPE)1 1 1 1 6" MIN. 6" 2' - 0" 6" 734" MAX. R.2" R.12"/FT. BATTER CURB FACE 6" MIN. 6" MIN. 6" MIN. 6" MIN. 8" MIN.6" MIN. 6" MIN. 2"6" 22"1" R.1" R.14" MAX. R.74"6" 2 2 272"4"5"3" 22"14" MAX. R.1" R. 6" 5"2" - 3" R.6" 73" R.6" 2' - 0"6" 2 27 6"1' - 0" 34" MAX. R.2" R.6" 1 4" 6" 7 1' - 0"2' - 0"10" R. 6 5"1' - 0"2' - 0"2" - 3" R.7 2 231 1 1 4" 4 4"9" 17"76" R. SAME SLOPE ASADJACENT PAVEMENT 4" 1 78" X PAVEMENTTHICKNESS6" MIN.7SAME PAY LIMITSAS CURB AND GUTTERTRAFFIC LANETRAFFIC LANE8CONCRETE PANEL WIDTH8 **BIKE LANE IS NOT SHOWN PAVEMENT SLOPE 6" MIN. ... STATE OF WISCONSINDEPARTMENT OF TRANSPORTATIONCONCRETE CURB AND GUTTER 516" R. DETAILS OF CONSTRUCTION AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORMTO THE PERTINENT REQUIREMENTS OF THE CONTRACT.PAVEMENT TIES AND TIE BARS SHALL BE EPOXY COATED IN CONFORMANCE WITH SUBSECTION505.2.6.2 OF THE STANDARD SPECIFICATIONS.INTEGRAL CURB AND GUTTER SHALL CONFORM TO THE DETAILS SHOWN FOR CONCRETE CURB ANDGUTTER INCLUDING THE TRANSVERSE GUTTER SLOPE.UNLESS OTHERWISE SHOWN ON THE TYPICAL CROSS SECTIONS, THE BASE AGGREGATE AND COMMONEXCAVATION LIMITS ARE 2' - 0" BEHIND THE BACK OF CURBS.TIE BARS ARE REQUIRED FOR CURB AND GUTTERS TYPES A, G, K, R, AND TBTT.THE BOTTOM OF CURB AND GUTTER MAY BE CONSTRUCTED EITHER LEVEL OR PARALLEL TO THE SLOPEOF THE SUBGRADE OR BASE AGGREGATE PROVIDED A 6" MINIMUM GUTTER THICKNESS IS MAINTAINED.USE 8" MINIMUM GUTTER THICKNESS WHEN USED WITH AN ADJACENT CONCRETE TRUCK APRON PLACED BEHINDBACK OF CURB.THE BOTTOM OF CURB AND GUTTER MAY BE CONSTRUCTED EITHER LEVEL OR PARALLEL TO THE SLOPEOF THE SUBGRADE OR BASE AGGREGATE PROVIDED A 8" MINIMUM GUTTER THICKNESS IS MAINTAINED.UNLESS OTHERWISE NOTED, FOR STAKING PURPOSES THE FACE OF CURB IS 6" FROM THE BACK OF CURB.WHEN REVERSE SLOPE GUTTER IS REQUIRED, THE LOCATION(S) WILL BE SHOWN ELSEWHERE IN THE PLAN.USE 4% GUTTER CROSS SLOPE UNLESS OTHERWISE NOTED IN THE PLANS.INCLUDE LONGITUDINAL JOINT AND TIE BARS ALONG LANE EDGE WHEN CONCRETE PANEL WIDTH EXCEEDSTHE MAXIMUM WIDTH PER TABLE BELOW. LONGITUDINAL JOINT(S) ARE NOT ALLOWED WITHIN TRAFFICLANES AND BIKE LANES. LONGITUDINAL JOINT MAY BE SAWED. 3" SLOPED CURB TYPES R & T18" MIN.43" 17"9"4" 95 9SLOPE TO BE REVERSE SLOPE MATCHING THE SLOPE OF THE PAVEMENT AND THECIRCULATORY ROADWAY 9.75" R.20" R. 6SDD SDD 6 08D01-24a 08D01-24a GENERAL NOTES 1210 .. .. . . . . .. ... ... . .. ... . .. .. . .. . ... .. ..... .. .. ... . ..... . .. .. .. ... .... . . * .. ..... . . . .. . .. . . .. . . . ... ...... ......... . ....... .. ...... . NEWCONCRETE PAVEMENT .. ..... . . . .. . .. . . TYPICAL TIE BAR LOCATION 2ENTRANCE CURBSLOPE VARIABLEADJACENTPAVEMENT NO. 4 X 2' - 0" TIE BARSSPACED 3' - 0" C-C CONCRETE CURBTYPES A & D1 TYPES G & J1 (TYPICAL H INLET COVER SHOWN)DETAIL OF CURB AND GUTTER AT INLETSEND SECTION CURB AND GUTTER ADJACENTPAVEMENT (WHEN DIRECTED BY THE ENGINEER)DRIVEWAY ENTRANCE CURB 6" MIN. 12 THICKNESSOF GUTTER 10 1' - 0"6" CONCRETE CURBAND GUTTER 6" 3" 2" R.12"/FT. BATTER, FACE OF CURB(ABOVE ADJACENT PAVEMENT)6"18" 1 12" R. 1 12" R.ADJACENTPAVEMENT4" 4"6"6"18" 4"2"4"1" R.1" R. 3" NO. 4 X 2' - 0" DEF. TIE BARSSPACED 3' - 0" C-CNO. 4 X 2' - 0" DEF. TIE BARSSPACED 3' - 0" C-C NEWCONCRETE 12 THICKNESS OFNEW CONCRETEEXISTINGCONCRETE EXISTINGCONCRETE AA NEW CURB AND GUTTER,SURFACE DRAINS,CONCRETE PAVEMENT OROTHER NEW CONCRETE.* 6"6"* TIE BARS DRILLEDINTO EXISTING PAVEMENTSECTION A - A PLAN VIEWNO. 6 TIE BARS SPACED 2' - 6" C-C,INSTALLED PERPENDICULAR TO THELONGITUDINAL JOINTMAXIMUM DRILL HOLESIZE IS 18" GREATERTHAN TIE BAR DIAMETER 1 CONTRACTIONJOINT 6' - 0" MIN. PAVEMENT EDGE FLOWLINE DEPRESS BELOW NORMALFLOWLINE TO MATCH GRATEELEVATION VAR. 3' NOR. CURB AND GUTTERTYPE AFLOWVAR. 3' NOR. STATE OF WISCONSINDEPARTMENT OF TRANSPORTATIONAPPROVEDDATEROADWAY STANDARDS DEVELOPMENTUNIT SUPERVISOR/S/FHWA CONCRETE CURB, TIESAND CURB AND GUTTERAPPLICATIONS February 2025Rodnery Taylor ... ... . .. ... . .. .. . .. . ... .. EXPANSION JOINT DETAIL FOR VERTICALCURB ABUTTING A RIGID STRUCTURE 1" EXPANSION JOINT MATERIALCONFORMING TO ASTM D8139 CONCRETE CURBAND GUTTER VERTICAL FACE CONCRETE CURB 11 1" RIGID CONCRETE STRUCTURE THICKNESS VARIESSEE PLAN 11 11 DETAILS OF CONSTRUCTION AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORMTO THE PERTINENT REQUIREMENTS OF THE CONTRACT.PAVEMENT TIES AND TIE BARS SHALL BE EPOXY COATED IN CONFORMANCE WITH SUBSECTION505.2.6.2 OF THE STANDARD SPECIFICATIONS.UNLESS OTHERWISE SHOWN ON THE TYPICAL CROSS SECTIONS, THE BASE AGGREGATE AND COMMONEXCAVATION LIMITS ARE 2' - 0" BEHIND THE BACK OF CURBS.TIE BARS ARE REQUIRED FOR CURB AND GUTTERS TYPES A, G, K, R, AND TBTT.THE BOTTOM OF CURB AND GUTTER MAY BE CONSTRUCTED EITHER LEVEL OR PARALLEL TO THE SLOPEOF THE SUBGRADE OR BASE AGGREGATE PROVIDED A 6" MINIMUM GUTTER THICKNESS IS MAINTAINED.REFER TO SDD 08D18 AND 08D19 FOR ADDITIONAL DRIVEWAY ENTRANCE CURB DETAILS.PLACE 1" THICK EXPANSION JOINT MATERIAL BETWEEN VERTICAL FACE CURB TYPES EXTENDING FROM THETOP OF CURB TO 1 INCH BELOW THE ADJOINING CONCRETE SURFACE. RIGID CONCRETE STRUCTURESINCLUDE RAISED CONCRETE MEDIANS, CONCRETE SAFETY ISLANDS, SPLITTER ISLANDS, OR LOCATIONSIDENTIFIED ON THE PLANS. 08D01-24b 08D01-24b 6SDD SDD 6 DETECTABLE WARNING FIELDS THAT ARE INSTALLED AS A GROUP OR SIDE BY SIDE SHALL BE FROM THE SAME MANUFACTURER. GENERAL NOTES 8 7 9 1.5% CROSS SLOPE 7% DES. MAX. 3 2' - 0" MAXIMUM 2.1% SLOPE IN ALL DIRECTIONS IN FRONT OF GRADE BREAK 12" EXPANSION JOINT SIDEWALK CONTRACTION JOINT SIDEWALK PAVEMENT MARKING CROSSWALK (WHITE) LEGEND . .. . . . . . . . . . ...... .. .. . . .. . .. . . .. . . ... . . . . .. . . . .. . . . ... . .. . . . .. . . . . . .. ... . . . .. ... . . .. . ... . VIEW C - C FOR TYPE 3 SECTION B - B FOR TYPE 3 SECTION A - A FOR TYPE 2 CURB RAMP TYPE 2 PLAN VIEW (CENTER OF CORNER RADIUS) CONCRETE SIDEWALK TERRACE MATCH EXISTING SIDEWALK (TYP.) 5' - 0 " MIN. 4 10' MAX. TERRACE CONCRETE SIDEWALK 5' - 0" MIN. 4 1.5% SLOPE SLOPE VARIABLE 4 1.5% SLOPE 4 SLOPE VARIABLE CONCRETE SIDEWALK TERRACE MATCH EXISTING SIDEWALK (TYP.) SLOPE VARIABLE 1.5% SLOPE 4 1.5% SLOPE 4 TERRACE CONCRETE SIDEWALK SLOPE VARIABLE ** ** ** ** 5' - 0" MIN. A A B B DETECTABLE WARNING FIELD (TYP.) CURB RAMP TYPE 3 PLAN VIEW (OUTSIDE OF CROSSWALK AREA) C C 5' - 0" MIN. SLOPE 'A' OR 'B' TERRACE LANDING DETECTABLE WARNING FIELD (SEE SDD 8D5-g) ** ** LANDING 2' - 0" TERRACE LANDING ** ** DEPRESSED CURB & GUTTER TOP OF ROADWAY DETECTABLE WARNING FIELD (SEE SDD 8D5-g) EXPANSION JOINT CLEAR AREA 2 2 DEPRESSED CURB & GUTTER TOP OF ROADWAY 7% DES. MAX. * 38 2' - 0"7 1.5% 9 8* 10: MAX. FLARE 10: MAX. FLARE 8* 9 DETECTABLE WARNING FIELD (TYP.) CONCRETE CURB PEDESTRIAN 6" SEE DETAIL B DETAIL B SEE DETAIL A DETAIL A SEE DETAIL B 3' CURB TAPER WITH 6" CURB 5' - 0 " MIN. 3' CURB TAPER WITH 6" CURB ** ** ** ** STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION CURB RAMPS TYPE 2 AND 3 (PLANTING OR NON-TRAVERSABLE SURFACE SHOWN) CONCRETE SIDEWALK OR OTHER TRAVERSABLE SURFACE CONCRETE SIDEWALK OR OTHER TRAVERSABLE SURFACE CONCRETE SIDEWALK OR OTHER TRAVERSABLE SURFACE (PLANTING OR NON-TRAVERSABLE SURFACE SHOWN) 6:1 NON- TRAVERSABLE FLARE 10:1 TRAVERSABLE FLARE 10:1 TRAVERSABLE FLARE 10:1 TRAVERSABLE FLARE RADIUS VARIABLE RADIUS VARIABLE 10:1 TRAVERSABLE FLARE 5'-0" MAX. 7 CONCRETE SIDEWALK OR OTHER TRAVERSABLE SURFACE NON-TRAVERSABLE FLARE TRAVERSABLE FLARE OPTIONAL CURB RETURN. USE WHEN NON-TRAVERSABLE UNABLE TO BE CONSTRUCTED. CAN USE STRAIGHT RETURNS OR 24" RADIUS. 6:1 NON- TRAVERSABLE FLARE MINIMUM 2-INCH CURB HEIGHT MINIMUM 6-INCH WIDTH CONSTRUCT 6" WEDGE TO AVOID CONCRETE BREAKAGE ++ ++++ ++ ++ ++ ++ ++ ++ AVOID PLACING DRAINAGE STRUCTURES, JUNCTION BOXES OR OTHER OBSTRUCTIONS IN FRONT OF CURB RAMP ACCESS AREAS. DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS. WHEN GRADE BREAK DISTANCE EXCEEDS 5 FEET, USE RADIAL DETECTABLE WARNING FIELD PER SDD 8D5-f. PROVIDE GRADE BREAK PERPENDICULAR TO DIRECTION OF WHEELCHAIR TRAVEL. WHEN DISTANCE IS LESS THAN 6' - 0", IT MAY BE DIFFICULT TO ACHIEVE A 7% DESIGN MAXIMUM SLOPE OR FLATTER ALONG THE RAMP. REDUCE CURB HEIGHT IN TRIANGLE AREA TO ACHIEVE 7% DESIGN MAXIMUM SLOPE OR FLATTER ON RAMP. CONSTRUCT 2-INCH MINIMUM CURB HEIGHT BETWEEN 10:1 FLARES. ** WIDTH SHOWN ELSEWHERE IN THE PLANS 2 3 4 PLACE DETECTABLE WARNING FIELD AT BACK OF CURB ±0.5% CONSTRUCTION TOLERANCE IN SIDEWALK CROSS SLOPE. THE SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.1% WITHOUT PRIOR APPROVAL FROM THE ENGINEER. A MAXIMUM 2-INCH CONCRETE BORDER IS PERMITTED ALONG ALL SIDES OF THE DETECTABLE WARNING FIELD SURFACE. WHERE A LANDING SERVES TWO CURB RAMPS, THE LANDING SLOPE SHALL NOT EXCEED THE CROSS SLOPE AT THE BOTTOM OF THE RAMP OR WITHIN THE CROSSWALK PARALLEL TO THE DIRECTION OF TRAVEL. EXPANSION JOINT 1.5% SLOPE 1.5% SLOPE SLOPE 'A' CONCRETE SIDEWALK CONCRETE SIDEWALK PROVIDE A LANDING WITH A SLOPE PARALLEL TO ROADWAY THAT MATCHES SLOPE AT THE BOTTOM OF THE ADJACENT RAMP. SLOPE PERPENDICULAR TO ROADWAY SHALL BE 2.1% MAXIMUM. STANDARD LANDING SIZE IS 5 FEET BY 5 FEET. SLOPE 'B' SLOPE 'A' SLOPE 'A' SLOPE 'B' SLOPE 'B' THE ENTIRE RAMP SHALL BE A PLANAR SURFACE. DO NOT WARP THE RUNNING SLOPE OR CROSS SLOPE OF THE RAMP. WARPING OF THE SIDEWALK CROSS SLOPE SHALL TAKE PLACE BETWEEN THE LANDING AND MATCH POINT. THE CLEAR AREA BETWEEN THE BOTTOM OF RAMP AND BACK OF CURB SHALL BE SLOPED SO THAT WATER DRAINS OUT OF ONE SIDE OR BOTH SIDES OF THE CURB OPENING. LANDING CURB RAMP CLEAR AREA CURB RAMP CURB RAMP SLOPE 'B' SLOPE 'B' SLOPE 'B' SLOPE 'A' SLOPE 'A' SLOPE 'A' GRADE CHANGE BETWEEN GUTTER COUNTER SLOPE AND THE CURB RAMP SLOPE IS DESIRABLY 11% OR LESS AND SHALL NOT EXCEED 13.3%. TYPICAL GUTTER COUNTER SLOPE IS 4% BUT MAY BE MODIFIED TO FIT FIELD CONDITIONS. PROVIDE LONGITUDINAL DRAINAGE AROUND CURB AND AWAY FROM CURB RAMP. NO VERTICAL LIPS OR DISCONTINUITIES ARE ALLOWED. SLOPE OF CURB HEAD OPENING SHALL MATCH THE RAMP SLOPE, MINIMALLY 1.5%, DESIRABLY 7% OR LESS, AND SHALL NOT EXCEED A MAXIMUM OF 8.3%. WHEN ADJACENT TO 1.5% LANDING, CONSTRUCT CURB HEAD OPENING AT 1.5% IN THE DIRECTION OF PEDESTRIAN TRAVEL. MAXIMUM 8.3% CURB RAMP SLOPE IS ALLOWABLE WITH GUTTER COUNTER SLOPE OF 5% MAXIMUM AND A 13.3% MAXIMUM GRADE CHANGE. 23 23 23 22 22 22 22 22 21 21 21 21 17 19 19 19 6SDD SDD 6 08D05-22b 08D05-22b GENERAL NOTES 12" EXPANSION JOINT SIDEWALK CONTRACTION JOINT SIDEWALK PAVEMENT MARKING CROSSWALK (WHITE) LEGEND 7 8 10 CURB RAMP TYPE 4B PLAN VIEW CURB RAMP TYPE 4B1 PLAN VIEW ISOMETRIC VIEW FOR TYPE 4B1 ISOMETRIC VIEW FOR TYPE 4B SECTION C - C FOR TYPE 4B SECTION A - A FOR TYPE 4B SECTION B - B FOR TYPE 4B AND TYPE 4B1 10 TOP OF ROADWAY DEPRESSED CURB & GUTTER 28 1.5% DETECTABLE WARNING FIELD (SEE SDD 8D5-g) EXPANSION JOINT CLEAR AREA EXPANSION JOINT CONCRETE SIDEWALK 7% DES. MAX. 3 2' - 0" 6' - 0" MIN. CURB RAMP 5' MAX. 7 3' CURB TAPER WITH 6" CURB 5' - 0" MIN. 6' - 0" MIN. CURB RAMP X CLEAR AREA RADIUS (AT CURB FACE) RADIUS (AT CURB FACE) RADIUS POINT OF CURB RETURN RADIUS POINT OF CURB RETURN 8 5' - 0" MIN. 2 6' - 0" MIN. RAMP X CLEAR AREA DETECTABLE WARNING FIELD (SEE SDD 8D5-g) EXPANSION JOINT 4 A A C C 5' MAX. 7 CONCRETE CURB PEDESTRIAN 10 B 5' MAX. 7 5' MAX. 10 7 TOP OF ROADWAY CONCRETE CURB & GUTTER 6" CONCRETE SIDEWALK 1.5% 4 5' - 0" W TERRACE VARIABLE TOP OF ROADWAY CONCRETE CURB & GUTTER TERRACE STRIP VARIES 0 TO W 1.5% 4 6" 5' - 0" CURB RAMP VARIES 0" - 6" VARIES 0" - 6" B Y DISTANCE FROM PC W 5' - 0" SIDEWALK 1.5% CROSS SLOPE 10 10 4 W 5' - 0" SIDEWALK 1.5% CROSS SLOPE Y DISTANCE FROM PC 2 DETECTABLE WARNING FIELD (SEE SDD 8D5-g) 8 INTERMEDIATE RADII CAN BE INTERPOLATED DIMENSION "Y" IS CALCULATED BASED ON 6'-0" RAMP LENGTH DIMENSION "X" IS CALCULATED BASED ON 5'-0" SIDEWALK WIDTH 3' CURB TAPER WITH 6" CURB BB STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION CURB RAMPS TYPE 4B AND 4B1 EXPANSION JOINT TERRACE STRIP (PLANTING OR NON-TRAVERSABLE SURFACE SHOWN) NON-TRAVERSABLE FLARE NON-TRAVERSABLE FLARE ++ ++ ++ W = 3' - 0"RADIUS (AT CURB FACE) 10 FEET X 15 FEET 20 FEET 30 FEET 40 FEET 2' - 10 14" Y 0' - 5" 4' - 6 3 4" 2' - 1 3 4" W = 4' - 0" X 2' - 1" Y 1' - 4 12" 3' - 9" 3' - 5 3 4" 4' - 11 12" 5' - 1 3 4" W = 5' - 0" X 1' - 5" Y 2' - 1" 3' - 1 14" 4' - 6" 4' - 3 14" 6' - 5 12" W = 6' - 0" X 0' - 10" Y 2' - 7 12" 2' - 6 3 4" 5' - 4 12" 3' - 8 3 4" 7' - 7" W = 7' - 0" X 0' - 3 14" Y 3' - 0 14" 2' - 1" 6' - 1" 3' - 3" 8' - 6 12" W = 8' - 0" X 2' - 10" Y 9' - 4 12" 4' - 5 12" 13' - 7 3 4" W = 9' - 0" X Y W = 10' - 0" X Y 4' - 10 3 4" 12' - 5 3 4" 1' - 8" 6' - 8 12" 2' - 5 12" 10' - 1 14" 4' - 0 3 4" 14' - 8 12" 1' - 3 14" 7' - 2 12" 2' - 1 14" 10' - 9" 3' - 8 12" 15' - 8 14" 4' - 10 3 4" 19' - 8 14" 0' - 10 3 4" 7' - 7 14" TERRACE STRIP (PLANTING OR NON-TRAVERSABLE SURFACE SHOWN) CONCRETE CURB PEDESTRIAN (TYP) AVOID PLACING DRAINAGE STRUCTURES, JUNCTION BOXES OR OTHER OBSTRUCTIONS IN FRONT OF CURB RAMP ACCESS AREAS. DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS. DETECTABLE WARNING FIELDS THAT ARE INSTALLED AS A GROUP OR SIDE BY SIDE, SHALL BE FROM THE SAME MANUFACTURER. WHEN THIS GRADE BREAK DISTANCE EXCEEDS 5 FEET, USE RADIAL DETECTABLE WARNING FIELD PER SDD 8D5-f. PROVIDE GRADE BREAK PERPENDICULAR TO DIRECTION OF WHEELCHAIR TRAVEL. INSTALL TRANSITION NOSE (INCIDENTAL TO OTHER PAY ITEMS). DO NOT MARK TRANSITION NOSE. 2 3 4 MAXIMUM 2.1% SLOPE IN ALL DIRECTIONS IF FRONT OF GRADE BREAK * CONSTRUCT 6" WEDGE TO AVOID CONCRETE BREAKAGE ++ ±0.5% CONSTRUCTION TOLERANCE IN SIDEWALK CROSS SLOPE. THE SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.1% WITHOUT PRIOR APPROVAL FROM THE ENGINEER. A MAXIMUM 2-INCH CONCRETE BORDER IS PERMITTED ALONG ALL SIDES OF THE DETECTABLE WARNING FIELD SURFACE. CONCRETE SIDEWALK CONCRETE SIDEWALK 1.5% MAXIMUM 1.5% DESIGN MAXIMUM AND 2.1% PROWAG MAXIMUM RUNNING SLOPE ON CLEAR AREA. CROSS SLOPE OF CLEAR AREA SHALL MATCH THE CROSS SLOPE OF THE ADJACENT CROSSWALK. THE ENTIRE RAMP SHALL BE A PLANAR SURFACE. DO NOT WARP THE RUNNING SLOPE OR CROSS SLOPE OF THE RAMP. WARPING OF THE SIDEWALK CROSS SLOPE SHALL TAKE PLACE BETWEEN THE LANDING AND MATCH POINT. THE CLEAR AREA BETWEEN THE BOTTOM OF RAMP AND BACK OF CURB SHALL BE SLOPED SO THAT WATER DRAINS OUT OF ONE SIDE OR BOTH SIDES OF THE CURB OPENING. GRADE CHANGE BETWEEN GUTTER COUNTER SLOPE AND THE CURB RAMP SLOPE IS DESIRABLY 11% OR LESS AND SHALL NOT EXCEED 13.3%. TYPICAL GUTTER COUNTER SLOPE IS 4% BUT MAY BE MODIFIED TO FIT FIELD CONDITIONS. PROVIDE LONGITUDINAL DRAINAGE AROUND CURB AND AWAY FROM CURB RAMP. NO VERTICAL LIPS OR DISCONTINUITIES ARE ALLOWED. SLOPE OF CURB HEAD OPENING SHALL MATCH THE RAMP SLOPE, MINIMALLY 1.5%, DESIRABLY 7% OR LESS, AND SHALL NOT EXCEED A MAXIMUM OF 8.3%. WHEN ADJACENT TO 1.5% LANDING, CONSTRUCT CURB HEAD OPENING AT 1.5% IN THE DIRECTION OF PEDESTRIAN TRAVEL. MAXIMUM 8.3% CURB RAMP SLOPE IS ALLOWABLE WITH GUTTER COUNTER SLOPE OF 5% MAXIMUM AND A 13.3% MAXIMUM GRADE CHANGE. 23 23 23 22 22 22 17 20 20 20 6SDD SDD 6 08D05-22d 08D05-22d GENERAL NOTES 2 10 TOP OF ROADWAY DEPRESSED CURB & GUTTER 2 DETECTABLE WARNING FIELD (SEE SDD 8D5-g) CONCRETE SIDEWALK CONCRETE CURB PEDESTRIAN 11 12 STREET STREET RIGHT TURN LANE 12" EXPANSION JOINT SIDEWALK CONTRACTION JOINT FIELD LOCATED PAVEMENT MARKING CROSSWALK (WHITE) LEGEND CURB RAMP TYPE 6 DETECTABLE WARNING AT ISLANDS CURB RAMP TYPE 7B SECTION A - A FOR TYPE 5 SECTION B - B FOR TYPE 7A CURB RAMP TYPE 7A CURB RAMP TYPE 5 MEDIAN ISLAND NON-ELEVATED PEDESTRIAN CROSSING CURB RAMP TYPE 8 1.5% 4 6" 6" 2' - 0" 5' - 0" MIN.MEDIAN ISLAND 7% DES. MAX. 7% DES. MAX.11 11 7% DES. MAX. 7% DES. MAX. 11 11 EXPANSION JOINT EXPANSION JOINT EXPANSION JOINT LANDING LANDING CONCRETE CURB PEDESTRIAN 1.5% 1.5% 6 6 5' - 0" MIN. 5' - 0" MIN. EXPANSION JOINT * MAXIMUM 8.3% * * * * A B B VARIES 1010 10 13 5' - 0" MIN. DETECTABLE WARNING FIELD (SEE SDD 8D5-g) DETECTABLE WARNING FIELD (SEE SDD 8D5-g) DETECTABLE WARNING FIELD (SEE SDD 8D5-g) 1% MINIMUM (PROVIDE DRAINAGE) ** ** ** DETECTABLE WARNING FIELD (SEE SDD 8D5-g) A EDGE OF ROADWAY EDGE OF ROADWAY DETAILS TO BE DETERMINED BY ENGINEER *** *** *** 5' - 0"MIN. 5' - 0"MIN. 5' -0" MIN. 5' - 0" MIN. 6 5' X 5' LANDING REQUIRED REFER TO GENERAL NOTES AND FOR ALL ISLAND CURB RAMPS 2 3 10 10 10 10 10 10 6' - 0" MIN. LANDING 6' - 0" MIN. 6' - 0" MIN. 5' - 0" 5' - 0" STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION CURB RAMPS TYPE 5, 6, 7A, 7B & 8 13 FOR INTERSECTIONS AND MID BLOCK CROSSINGS DETECTABLE WARNINGS FOR SIDEWALKS OR SHARED USE PATHS AT RAILROAD CROSSINGS VARIABLE 10 2'-0" TYP GATE ARM (WHEN USED FOR SIDEWALK/PATH RAILROAD CLOSURE) 2' - 0" TYP REALIGNED SIDEWALK/PATH ALTERNATIVE SIDEWALK/PATH DETECTABLE WARNING FIELD TYPICAL FLUSH WITH SIDEWALK/PATH WIDENED SIDEWALK/PATH ALTERNATIVE (TYP) REALIGN OR WIDEN SIDEWALK/PATH FOR PERPENDICULAR RAILROAD CROSSING 12 12 2'-0" MINHMA HMA HMA FOR INTERSECTIONS AND MID BLOCK CROSSINGS PLANTING OR OTHER NON-TRAVERSABLE SURFACE PLANTING OR OTHER NON-TRAVERSABLE SURFACE 2' -0" (TYP) 2' - 0" (TYP) 1% MIN 7% DES. MAX AVOID PLACING DRAINAGE STRUCTURES, JUNCTION BOXES OR OTHER OBSTRUCTIONS IN FRONT OF CURB RAMP ACCESS AREAS. DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.1%. DETECTABLE WARNING FIELDS THAT ARE INSTALLED AS A GROUP OR SIDE BY SIDE, SHALL BE FROM THE SAME MANUFACTURER. INSTALL TRANSITION NOSE (INCIDENTAL TO OTHER PAY ITEMS). DO NOT MARK TRANSITION NOSE. SLOPE SIDEWALK TOWARD LANDING AS SHOWN WHERE THERE IS NO TERRACE OR WHERE THE TERRACE WIDTH IS LESS THAN 6 FEET WIDE. THE EDGE OF THE DETECTABLE WARNING FIELD NEAREST TO A RAILROAD CROSSING SHALL BE 1.5 FEET ±0.1' FROM THE FACE OF THE GATE ARM IF THE GATE ARM EXTENDS ACROSS THE SIDEWALK/PATH. WHERE THERE IS NO PEDESTRIAN GATE, THE EDGE OF THE DETECTABLE WARNING FIELD NEAREST TO THE RAILROAD TRACK IS 15 FEET MAXIMUM AND 12 FEET MINIMUM, 15 FEET TYPICAL FROM THE NEAREST RAIL. DO NOT INSTALL DETECTABLE WARNING FIELDS AT THE EDGES OF STEET-LEVEL PEDESTRIAN REFUGE ISLANDS IF A MINIMUM 2 FOOT CONCRETE SURFACE WITHOUT DETECTABLE WARNINGS (MEASURED IN THE DIRECTION OF PEDESTRIAN TRAVEL) CANNOT BE ACHIEVED. **** FOR SHARED USE PATHS, WIDTH MUST BE AS WIDE AS THE CROSSWALK**** 3 4 6 ±0.5% CONSTRUCTION TOLERANCE IN SIDEWALK CROSS SLOPE. THE SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.1% WITHOUT PRIOR APPROVAL FROM THE ENGINEER. PROVIDE A 5 FOOT BY 5 FOOT LANDING. SLOPE PERPENDICULAR TO CURB SHALL BE 2.1% MAXIMUM. SLOPE PARALLEL TO CURB SHALL MATCH THE CURB AND GUTTER LONGITUDINAL SLOPE. WHEN THE DISTANCE BETWEEN THE BACK OF CURBS IS LESS THAN 6 FEET BUT THE FACE OF CURB TO FACE OF CURB DISTANCE IS 6 FEET OR GREATER THEN THE DETECTABLE WARNING FIELDS MAY BE MOVED SO THAT THE EDGE OF THE WARNING FIELD IS PLACED AT THE GUTTER FLOWLINE. MAINTAIN A MINIMUM OF TWO FEET BETWEEN DETECTABLE WARNING FIELD PANELS. A MAXIMUM 2-INCH CONCRETE BORDER IS PERMITTED ALONG ALL SIDES OF THE DETECTABLE WARNING FIELD SURFACE. THE ENTIRE RAMP SHALL BE A PLANAR SURFACE. DO NOT WARP THE RUNNING SLOPE OR CROSS SLOPE OF THE RAMP. WARPING OF THE SIDEWALK CROSS SLOPE SHALL TAKE PLACE BETWEEN THE LANDING AND MATCH POINT. GRADE CHANGE BETWEEN GUTTER COUNTER SLOPE AND THE CURB RAMP SLOPE IS DESIRABLY 11% OR LESS AND SHALL NOT EXCEED 13.3%. TYPICAL GUTTER COUNTER SLOPE IS 4% BUT MAY BE MODIFIED TO FIT FIELD CONDITIONS. PROVIDE LONGITUDINAL DRAINAGE AROUND CURB AND AWAY FROM CURB RAMP. NO VERTICAL LIPS OR DISCONTINUITIES ARE ALLOWED. SLOPE OF CURB HEAD OPENING SHALL MATCH THE RAMP SLOPE, MINIMALLY 1.5%, DESIRABLY 7% OR LESS, AND SHALL NOT EXCEED A MAXIMUM OF 8.3%. WHEN ADJACENT TO 1.5% LANDING, CONSTRUCT CURB HEAD OPENING AT 1.5% IN THE DIRECTION OF PEDESTRIAN TRAVEL. MAXIMUM 8.3% CURB RAMP SLOPE IS ALLOWABLE WITH GUTTER COUNTER SLOPE OF 5% MAXIMUM AND A 13.3% MAXIMUM GRADE CHANGE. 22 22 22 22 22 22 22 22 18 18 17 6SDD SDD 6 08D05-22e 08D05-22e CONCRETE BASESTYPE 2 GENERAL NOTES CONCRETE BASE TYPE120.570.4023166018 APPROX. CUBICYARDS OF CONCRETELBS. OF HOOPBAR STEELLBS. OF VERTICALBAR STEEL 0.40 FORMING DETAILNONENONE TYPE 5 & 6 5 & 6 TYPE 1 DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THISDRAWINGSHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE CONTRACT.BASES SHALL BE EXCAVATED BY USE OF A CIRCULAR AUGER.TOP SURFACES OF CONCRETE BASES SHALL BE TROWEL FINISHED SMOOTH AND LEVEL.CONDUIT SIZES AND LOCATIONS SHALL BE SHOWN ON THE PLANSTHE FINAL OR TERMINATING CONCRETE BASE IN A CONDUIT RUN SHALL HAVE A 6" EXITSTUB INSTALLED FOR FUTURE CABLING USE. THE EXIT STUB SHALL BE SIZED AS USEDTHROUGHOUT THE CONDUIT RUN AS SHOWN A THE ENTRANCE OF THE BASE.ENDS OF CONDUIT INSTALLED BELOW GRADE FRO FUTURE USE SHALL BE CAPPED IFMETALLIC OR PLUGGED IF NON-METALLIC.MINIMUM BENDING RADIUS OF CONDUIT IS EQUAL TO 6X THE DIAMETER.CONDUIT HEIGHT ABOVE CONCRETE BASES SHALL BE 1 INCH. ALL METALLIC CONDUITENDS SHALL BE REAMED AND THREADED.ALL CONDUIT ENDS AT THE TOP OF CONCRETE BASES SHALL BE CAPPED IF METALLICOR PLUGGED IF NON-METALLIC IMMEDIATELY AFTER PLACEMENT AND BEFORE CONCRETEIS POURED. CONDUITS IN WHICH WIRE OR CABLE IS NOT INSTALLED SHALL REMAIN CAPPEDOR PLUGGED. BELL ENDS SHALL BE INSTALLED ON ALL PVC CONDUIT EXPOSED AT THE TOP OFCONCRETE BASES BEFORE INSTALLATION.WHEN REQUIRED TO CONNECT NON-METALLIC CONDUIT TO METALLIC CONDUIT,ONLY ADAPTER FITTINGS, U.L. LISTED FOR ELECTRICAL USE, SHALL BE USED.IF A BASE REQUIRES A DEEP FORM BECAUSE OF LOOSE DIRT OR FILL, THE FORMSHALL BE REMOVED BEFORE BACKFILLING AROUND THE BASE. BACKFILL SHALL BETAMPED TIGHT AGAINST THE BARE CONCRETE BASE IN LAYERS OF 1 FOOT OR LESS.A NO. 4 AWG STRANDED COPPER EQUIPMENT GROUNDING CONDUCTOR SHALL BEEXOTHERMICALLY WELDED TO THE EQUIPMENT GROUNDING ELECTRODE (GROUNDROD) FOR TYPE 2, TYPE 5 AND TYPE 6 BASES.THE EQUIPMENT GROUNDING CONDUCTOR SHALL BE FURNISHED AND INSTALLEDTO ENTER ALL BASE TYPES THROUGH A 1 INCH CONDUIT INSTALLED FOR GROUNDINGPURPOSES, LEAVING A 4 FOOT COIL OF WIRE ABOVE THE CONCRETE BASE. THEEQUIPMENT GROUNDING CONDUCTOR SHALL BE NEATLY COILED AND THE COILSTIED TOGETHER.ANCHOR RODS SHALL BE THREADED 12" IN LENGTH ON EACH END OF THE ROD.ANCHOR RODS SHALL BE MANUFACTURED IN ACCORDANCE WITH SECTION 654.2.1OF THE STANDARD SPECIFICATIONS.WASHERS AND LOCK WASHERS ARE REQUIRED ON ALL ANCHOR RODS.WHEN ANCHOR RODS USING THE ALTERNATE "L" BEND ARE FURNISHED, THE4 INCH"L" BEND SHALL BE IN ADDITION TO THE SPECIFIED ANCHOR ROD BARLENGTH. THE "L" BEND SHALL NOT BE THREADED.ANCHOR RODS SHALL BE INSTALLED WITH MISALIGNMENTS OF LESS THAN 1:40FROM VERTICAL.WELDING OF THE ANCHOR RODS TO THE CAGE IS UNACCEPTABLE. TIE WIRESSHALL BE USED.BAR STEEL REINFORCEMENT SHALL BE COATED WITH POWDERED EPOXY RESIN INACCORDANCE WITH SECTION 505 OF THE STANDARD SPECIFICATIONS(LATEST EDITION).THE MINIMUM DEPTH OF CONDUIT EXITING THE CONCRETE BASE AND INSTALLEDBELOW THE TRAVELED WAY SHALL BE 24 INCHES. THE MINIMUM DEPTH OF CONDUITEXITING THE CONCRETE BASE THAT IS NOT INSTALLED BELOW THE TRAVELED WAYSHALL BE 18 INCHES. THE MAXIMUM DEPTH OF ALL CONDUIT SHALL BE 36 INCHESEXCEPT WITH WRITTEN APPROVAL OF THE ENGINEER.(4) 1" DIA. X 3' - 6" ANCHOR RODS.(4) 1" DIA. X 5' - 0" ANCHOR RODS.(6) NO. 6 X 6' - 8" BAR STEEL REINFORCEMENT.(7) NO. 4 X 5' - 1" BAR STEEL REINFORCEMENT @ 1' - 0" C - C.(4) 1" DIA. X 3' - 6" ANCHOR RODS.(6) NO. 4 X 4' - 8" BAR STEEL REINFORCEMENT.(5) NO. 4 X 5' - 1" BAR STELL REINFORCEMENT @ 1' - 0" C -C.EXOTHERMIC CONNECTION TO EUIPMENT GROUNDING CONDUCTOR58" DIA. X 8' -0" COPPERCLAD EQUIPMENT GROUNDING ELECTRODE REQUIREDANY ANCHOR ROD PROJECTION SHORTER THAN 2 34" OR LONGER THAN 3 14" SHALLREQUIRE THE BASE TO BE REMOVED AND REPLACED AT THE CONTRACTORS EXPENSE.FOR NON - BREAKAWAY INSTALLATIONS, 4 12" ± ANCHOR ROD PROJECTION WITH THEUSE OF LEVELING NUTS. RODENT SCREEN REQUIRED. QUANTITYREQUIREMENTS 1 2345678 FORM DEPTH SHALL BENO MORE THAN 6" BELOWGRADE ON THE LOWERSIDE OF BASE FORMING SHALL BEREMOVED AFTERCONCRETE HAS SETFORM6" MAX.4" MAXFORM 1' - 8" 1' - 8" 1' - 8"CONDUITCONDUITCONDUIT1" CONDUITFOR GROUNDINGPURPOSES1" CONDUITFOR GROUNDINGPURPOSES11 12" BOLT CIRCLE11 12" BOLT CIRCLE12 34" BOLT CIRCLECONDUIT WITHIN6" DIA. CONDUIT WITHIN6" DIA. CONDUIT WITHIN6" DIA.ANCHOR RODS SHALL BEORIENTED PARALLEL TOTHE ROADWAYANCHOR RODS SHALL BEORIENTED PARALLEL TOTHE ROADWAYANCHOR RODS SHALL BEORIENTED PARALLEL TOTHE ROADWAY2 34 5 867 CONDUIT 1' - 2"(OUT TO OUT)1' - 2"(OUT TO OUT) 3"FORM ALL EXPOSEDCONCRETE. PROVIDE1" CHAMFER ALL AROUND3"FORM ALL EXPOSEDCONCRETE. PROVIDE1" CHAMFER ALL AROUND3" FORM ALL EXPOSEDCONCRETE. PROVIDE1" CHAMFER ALL AROUND 74 3" CLEAR3" CLEAR 6" STUB16" STUB1 6" STUB1 OPTIONAL 4" L BENDOR HEX NUT (TYPICALFOR TYPES 1, 2, 5 & 6OPTIONAL 4" L BENDOR HEX NUT (TYPICALFOR TYPES 1, 2, 5 & 6OPTIONAL 4" L BENDOR HEX NUT (TYPICALFOR TYPES 1, 2, 5 & 6 2"2" 9 1' - 0"1'-0"9 6" MIN. 6" MIN. 8 101112 1112111211 1010 5' - 0" 1' - 0" 9 6" MIN. 6" MIN. 5107' - 0" 632 5' - 0"MIN. 1'-0"34" PREFORMED FILLERAS APPROVED BY THEENGINEER 1"TOPSOIL ANDSEED ORCRUSHEDAGGREGATE 2" HALF SECTIONIN PAVEMENT(TYPICAL FORTYPES 1, 2, 5 & 6)HALF SECTION INUNPAVED AREA(TYPICAL FORTYPES 1, 2, 5 & 6) 2"2" 1' - 5"MIN. LAP 1' - 5"MIN. LAP6 6 SDD SDD 09C02 - 09 09C02 - 09 SDD 9C2 Concrete Bases, Types 1, 2, 5 & 6 STATE OF WISCONSINDEPARTMENT OF TRANSPORTATIONAPPROVEDDATESTATE ELECTRICAL ENGINEER/S/FHWA CONCRETE BASESTYPES 1, 2, 5, & 6 May 2019Ahmet Demirbilek TOP BOTTOM 1'-1" NOMINAL 1' -1" NOMINAL BOLT CIRCLE 12ƒ" 1 " 11" NOMINAL 1 1" NOMINAL 3" NOMINAL NOMINAL 8" X 8" ACCESS OPENING 1 5" NOMINAL 6" NOMINAL 4" O.D. PIPE (TRAFFIC SIGNAL STANDARD) STEEL BOLT HEX HEAD STAINLESS 1" 1" STEEL BOLT STAINLESS HEX HEAD AS NEEDED ˆ" OR „" THICK ON 10" THROUGH 12" BOLT CIRCLE SLOTTED FOR 1" DIA. BOLTS 1'-1" NOMINAL 1' -5" NOMINAL 1' - 0 " N O M IN A L 1'-1" N O M IN A L 6  " M IN . HOLE DRILLED AND TAPPED FOR GROUNDING PURPOSES HOLE DRILLED AND TAPPED FOR GROUNDING PURPOSES 6  " M IN . 3" MIN. THE USE OF WASHERS IN LIEU OF PROPER LEVELING SHIMS IS NOT ACCEPTABLE. UNDER CAST BASES WHEN PLUMBING POLES OR STANDARDS DURING INSTALLATION. LEVELING SHIMS, IF NEEDED, SHALL BE DESIGNED FOR THE PURPOSE AND USED ‚" X ƒ" - 20 (TPI) ‚" X ƒ" - 20 (TPI) 6" LENGTH VARI IES SHIM LENGTH SHALL BE LONG ENOUGH TO COMPLETELY COVER THE AREA UNDER THE LENGTH AND WIDTH OF THE BASE MOUNTING FLANGE. HEX NUT HEX HEAD FOR A ‚" - 20 (TPI) BOLT FOR A ‚" - 20 (TPI) BOLT DOUBLE NUTTING IS NOT ACCEPTABLE FOR LEVELING OR MOUNTING PURPOSES. THE MECHANICAL CONNECTOR SHALL BE INSTALLED USING A ‚" - 20 (TPI) STAINLESS SHALL NOT BLOCK ACCESSIBILITY TO WIRE PLACEMENT IN THE CONNECTOR. THEY SHALL BE STAINLESS STEEL AS IS THE BOLT. THE MANNER OF ATTACHMENT STEEL HEX HEAD BOLT OF SUFFICIENT LENGTH TO FIRMLY ATTACH THE LUG TO THE BASE. SHOULD THE MANNER OF ATTACHMENT OF THE LUG REQUIRE WASHERS, HEX NUTS, LOCK WASHER - R= ƒ" 1" 1" TOE THICKNESS INTENDED FOR USE WITH TYPE 2, 3, 4, 5 & 6 POLES PEDESTAL BASE COLLAR THREADING SHALL BE TAPERED AND IN ACCORDANCE WITH NATIONAL PIPE THREADING DIMENSIONS. THE ACCESS DOOR SHALL BE OF THE SAME MATERIAL AS THE BASE. 10" THROUGH 12" BOLT CIRCLE SLOTTED FOR 1" DIA. BOLTS (SEE DETAIL) (SEE DETAIL) BASE COLLAR THREADING SHALL EXTEND INTO THE BASE COLLAR WITH SUFFICIENT DEPTH TO ACCEPT THE INSTALLATION OF TRAFFIC SIGNAL STANDARDS TO A DEPTH OF 1", THEN TIGHTENING TO A POINT OF BEING IMMOVABLE. TO BE FURNISHED WITH EACH BASE PEDESTAL BASE LEVELING SHIM TRANSFORMER BASE TYPICAL MECHANICAL CONNECTOR LUG GENERAL NOTES ISOMETRIC VIEW ISOMETRIC VIEW TOP VIEW (PEDESTAL BASE) BOTTOM VIEW (PEDESTAL BASE) BOTTOM VIEW (TRANSFORMER BASE) BASE WASHER PEDESTAL ’" TO BE PROVIDED BY THE CONTRACTOR ZINC COATED STEEL WASHER 2" 1 ˆ" 1 1 DEPARTMENT OF TRANSPORTATION STATE OF WISCONSIN APPROVED DATE FHWA 6 6 TRANSFORMER/PEDESTAL BASES S.D.D. 9 C 3-4 S.D .D . 9 C 3-4 STATE ELECTRICAL ENGINEER 11ƒ" X 9ƒ" X 9‚" ACCESS OPENING NOMINAL INSTALLED IN THE PEDESTAL AND TRANSFORMER BASES. ACCEPT AWG. #10 TO $4 COPPER STRANDED WIRE SHALL BE FURNISHED AND SET SCREW, DIRECT BURY RATED, MECHANICAL CONNECTOR (LUG), SIZED TO A NEMA APPROVED, U.L. LISTED, COPPER WITH BRASS OR STAINLESS STEEL 0F THE STANDARD SPECIFICATIONS. NUTS AND WASHERS SHALL BE MANUFACTURED IN ACCORDANCE WITH SECTION 641.2.2 BE 1" DIAMETER, 4" IN LENGTH, WITH WASHERS, LOCK WASHERS AND NUTS. BOLTS, FOUR (4) BOLTS SHALL BE FURNISHED WITH EACH TRANSFORMER BASE. BOLTS SHALL DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE CONTRACT. DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS Sept. 2014/S/ Ahmet Demirbilek SDD 9C3 Transformer/Pedestal Bases 531.2.2 HORIZONTAL SIGNAL HEADMOUNTING DETAILTYPICAL MOUNTING OF 3 SECTIONSIGNAL FACETYPICAL MOUNTING OF BACK TO BACK3 AND 5 SECTION SIGNAL FACES 1234567891011 CONDUIT NIPPLE SERRATEDLOCK WASHER11SIGNAL HEADMOUNTING LUGNUT SIGNAL HEAD ATTACHMENT ALSOAPPLIES TO MOUNTING AT CROSS BAR PINNACLE CAP MOUNTINGBRACKET RUBBERWASHER CONDUIT NIPPLESIGNALBODYSIGNAL FACEMOUNTINGLOCK NUT 210' MOUNTING HEIGHT16103' - 6" 1' - 6" 2 POLE SPLICE WHENSTEEL POLE IS TOBE FURNISHED 3 4 2' - 6" ROUND SHAFT8" O.D. (POLE BUTT) X 6 58" O.D.LOWER 15' TAPEREDPEDESTRIAN PUSH BUTTONWHEN REQUIRED 52 SIDEWALK, ORIF NONE, PAVEMENTCENTERLINE GRADEROADWAYPAVEMENTMOUNTING HEIGHT17' - 0 " MIN.19' - 0" MAX. 4 8 WELDED WELDED ADJUSTABLE TO 6' -6" MIN. 7CURVEDEND 7 1' - 4"MIN. SEE HORIZONTALSIGNAL HEADMOUNTING DETAIL WELD TO BE 100% R.T. OR U.T. TESTED AS PERTHE REQUIREMENTS OF AWS D 1.5-88. RECORDSOF COMPLIANCE OF SUCH TESTING SHALL BEFURNISHED TO THE OFFICE OF DESIGN / BRIDGEFOR VERIFICATION AND APPROVAL. FOR MANUFACTURERS USE ONLY BACK - UPBAR 22 NIPPLEMOUNTINGAXISSIGNAL FACEHOUSING TROMBONEARMHORIZONTAL TUBES10° 10°90° (10 DEGREES TILT REQUIREMENT OFFACE(S) IN THE TROMBONE MOUNTING) 9VENTILATEDMETALLICCAP AND BOLT NOMINAL 20' - 0" POLE LENGTH 5' - 0" @6.625 ± .030" O.D. VARIABLE25' - 0" LENGTH FOR DESIGN CALCULATION MOUNTING HEIGHT LIMITATION DIMENSIONSOF THE TROMBONE MAST ARM WILL BEDEPENDENT UPON THE USE / NON - USE OF ATRANSFORMER BASE 7 7 DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALLCONFORM TO THEPERTINENT REQUIREMENTS OF THE CONTRACT.POLES SHALL BE EITHER ALUMINUM OR GALVANIZED STEEL AS CALLED FOR IN THE CONTRACT.SECTION 657, POLES, OF THE STANDARD SPECIFICATIONS SHALL APPLY TO THIS DRAWING.A PULL WIRE / ROPE SHALL BE INSTALLED IN EACH TROMBONE ARM RACEWAY DURING THEMANUFACTURING PROCESS.TYPE 2 ALUMINUM POLES SHALL BE CONSTRUCTED OF 6063 - T6 ALUMINUM ALLOY. SLEEVING INSIDE THEPOLE IS NOT ACCEPTABLE.WHEN TRANSFORMER BASES ARE USED, WIRE CONNECTIONS SHALL BE MADE IN THE TRANSFORMERBASE.4" X 6" REINFORCED HANDHOLE AND COVER ASSEMBLY WITH TWO (2) 14"X34" - 20 TPI , STAINLESS STEEL,HEX HEAD BOLTS.SIGNAL FACE MOUNTING BRACKETS. MOUNT WITH CAP SCREWS AND BANDING.GROMMETS. 1" CHASE NIPPLES OR 1" CLOSE CONDUIT NIPPLES WITH BUSHINGS SHALL BE PROVIDEDFOR 1 38" HOLE IN POLE SHAFT FOR WIRING.SECURELY MOUNT DULL BLACK POLYCARBONATE BACK PLATES, PROJECTING 5" BEYOND ALL SIDES OFTHE SIGNAL FACE HOUSING,PER MANUFACTURER'S RECOMMENDATIONS.POLE MOUNTED SIGNAL FACES SHALL REQUIRE ONE OR MORE MOUNTING SPACERS UNDER THE TOPMOUNTING BRACKET(S) AS REQUIRED, TO PLUMB THE SIGNAL FACES.CAST ALUMINUM TRANSFORMER BASE.USE 1 12" ID NIPPLES ZINC-COATED RIGID METAL CONDUIT, LONG ENOUGH TO ACCOMMODATE FULLDEPTH THREADING INTO THE HEAD MOUNTING LOCK NUT IN ORDER TO TIGHTEN THE FACE, BUT THAT DONOT INTERFERE WITH REFLECTOR CLOSURE. THREAD THE NIPPLE INTO THE MOUNTINGBRACKET/ELBOW UNTIL TIGHT. USE APPROVED PINNACLE TYPE HARDWARE FROM A DEPARTMENTAPPROVED MANUFACTURER TO CLOSE THE UNUSED 1 12" OPENING IN SIGNAL FACES AND BRACKETENDS.VERTICAL STRUT (ADJUSTABLE). ONE (1) SET SCREW ( 14"X34" - 20 TPI STAINLESS STEEL, HEX HEAD) INTOEACH ARM MEMBER IF STRUTS THE SLIDING TYPE.FURNISH AND INSTALL VENTILATED, CAST METALLIC (ALUMINUM ALLOY) CAPS. FASTEN CAPS WITH ONE(1) - 20 TPI STAINLESS STEEL, HEX HEAD BOLT.SHIMMING, IF NEEDED, SHALL BE LOCATED BETWEEN THE CONCRETE FOUNDATION AND THETRANSFORMER BASE.USE SERRATED LOCK WASHERS WITH NOTCHES BETWEEN END TEE AND SIGNAL HEAD. STATE OF WISCONSINDEPARTMENT OF TRANSPORTATION POLE MOUNTINGS FORTRAFFIC SIGNALSTYPE 2 SIGNAL HEAD SHALL BEMOUNTED WITH WINGNUTCLOSURE ON TOP GENERAL NOTES 100%RT OR UT POLE SPLICE DETAILSIGNAL FACE MOUNTING DETAIL(BANDED) SECTION A-AAA** ** (MAXIMUM LOAD)TYPE 2 POLE MOUNTING CONFIGURATION ** ** 10' MOUNTING HEIGHT 210' MOUNTING HEIGHT REDRED 22 2 2 6SDD SDD 6 09E01-17a 09E01-17a