Plan Commission

CITY OF PRESCOTT, WISCONSIN MEETING NOTICE PLANNING COMMISSION MONDAY, OCTOBER 5, 2026 6:00 P.M. PRESCOTT CITY HALL 800 BORNER ST., PRESCOTT, WI 54021 1) Call to Order 2) Roll Call 3) Approve Plan Commission Minutes – August 3, 2026 4) Site Plan Review – 216 Broad Street “The Collective”. a) Consideration and possible action of Resolution XX-26, “A Resolution Approving a Site Plan for The Collective at 216 Broad Street” 5) Jewell Street Certified Survey Map Review a) Consideration and possible action of Resolution XX-26, “A Resolution Approving a Certified Survey Map for the Jewell Street Extension” 6) Prescott Business Park Master Planning Concept 7) Update on WisDOT Transportation Alternatives Program (TAP) Pedestrian Improvements and Orrin Road Closure 8) Other Business a) Next Meeting – Monday, November 2nd at 6:00 PM Canceled Due To Lack of Items & Election Preparation 9) Adjourn ACCESS TO THE MUNICIPAL BUILDING FOR THE DISABLED IS AVAILABLE THROUGH THE REAR PARKING LOT ENTRANCE. ALL THOSE WITH SPECIAL NEEDS SHOULD CALL CITY HALL OFFICES (262-5544) IF ASSISTANCE IS REQUIRED. Planning Commission Meeting Minutes August 3rd, 2026 Pursuant to due call and notice thereof, a meeting of the Planning Commission was held on August 3rd, 2026, at the Municipal Building, 800 Borner Street, Prescott, Wisconsin 54021. The meeting was called to order at 6:00 PM Commission Present: Mayor Mike Gerke, Steve Most, Josh Gergen, Kate Otto, Joel Reis Commission Absent: Bailey Ruona, Dave Hovel Staff Present: City Administrator Matt Wolf, City Planner Luke Wiese Others Present: Maria Reis of 1855 Jewell Street 1. Approve minutes for July 8th, 2026 Commissioner Most motioned to approve the minutes, Gergen seconded; motion passed without a negative voice (5-0). 2. Public hearing – Amendments to City Code Chapter 635-Zoning City Administrator Matt Wolf presented the proposed amendments to City Code Chapter 635, Zoning. The amendments remove certain conditional uses from the C-1 and industrial districts, add accessory dwelling units as a conditional use in the R-5 Single-Family Residential District, and revise accessory structure provisions in the residential districts to align with § 635-87. Commissioner Gergen motioned to open the public hearing, Reis seconded, motion passed without a negative (5-0). There were no comments. Commissioner Gergen motioned to close the public hearing, Most seconded; motion passed without a negative voice (5-0). Commissioner Gergen motioned to recommend Ordinance 05-26, An Ordinance to Amend City Ordinance, Chapter 635-Zoning, to City Council for approval. Otto seconded; motion passed without a negative voice (5-0). 3. Jewell Street Certified Survey Map Concept Review City Administrator Wolf presented the Jewell Street Certified Survey Map concept. The City owns PID 271-01178-0200 at the eastern end of Jewell Street. The existing right-of-way ends before a gravel area and dip that is experiencing drainage and washout issues. The school district has agreed to transfer approximately 100 feet of right-of-way to the City through a Certified Survey Map. The concept also includes a 12-foot trail right-of-way along the western side of the City-owned parcel. The CSM would provide legal access to PID 271- 01178-0200 and preserve the ability to extend Jewell Street in the future. It would not require the City to immediately construct the street extension. Mayor Mike Gerke asked whether the City would pay the school district for the land. Wolf said discussions have included providing the school district with 10% of the proceeds from the future sale of PID 271-01178-0200. Commissioner Gergen asked whether the sale proceeds would be enough to extend the street. Wolf said the City would need to determine the location of the water and sewer utilities before developing an appropriate cost estimate. Commissioner Most asked whether there was an active buyer for PID 271-01178-0200. Wolf said there was not. Maria Reis of 1855 Jewell Street stated that she supports extending the road and believes the City would recover the cost over time through property taxes from the new lot. Commissioner Most motioned to recommend that the City proceed with obtaining a CSM and bring the completed CSM back through the required approval process. Otto seconded; motion passed without a negative voice (4-0-1, Reis abstained). Commissioner Otto motioned to adjourn. Gergen seconded; motion passed without a negative voice vote (5-0). The meeting was adjourned at 6:15 PM. The next Plan Commission meeting will be held on Tuesday, September 8th, 2026, at 6:00 PM at Prescott City Hall. Respectfully Submitted, Luke Wiese Planner To: Plan Commission From: Luke Wiese, City Planner Date: October 1st, 2026 Subject: The Collective Site Plan Review Background Megan Langer of Prescott Lodging LLC has submitted a site plan for a new commercial development known as “The Collective” at 216 Broad St. The parcel was previously occupied by the restaurant “Lucille's”. The lot has remained vacant since it was purchased by new ownership in October of 2024. In accordance with the City’s site plan review process under §635-120, site plan applications are reviewed by the Plan Commission and forwarded to the City Council for final action. Discussion Zoning & Surrounding Land Use The proposed development is approximately 0.26 acres (PID 271011249800) and is located within the C-1 Central Commercial District. The C-1 District is established to delineate areas appropriate for commercial uses in and near the central business district or areas of similar compact development served or readily serviceable by public sewer and water. The Collective consists of a local retail space, a walk-up bar, and event and office space on the second floor. The development is consistent with the purpose of the district and the surrounding land uses. Direction Existing Use Zoning North City – Parking Lot C-1 Central Commercial East London Bridges LLC C-1 Central Commercial South Downtown Businesses C-1 Central Commercial West River City Sweets C-1 Central Commercial Setbacks The C-1 District has the following standards for setbacks: Standard Required (C-1) Proposed Notes Front Setback 0 ft 0 ft Compliant Side Setback 0 ft (fireproof) / 10 ft (non-fireproof) 15 ft Compliant Rear Setback 0 ft (fireproof) 10 ft (non-fireproof) > 10 ft Compliant Maximum Building Height 35 ft 32 ft Compliant Parking and Loading (§§ 635-54 and 635-55) Under §635-55, parcels within the C-1 Central Commercial District are exempt from minimum off-street parking requirements. The Collective proposes 8 off-street parking spaces on private property with vehicular access from the rear alley. Loading and deliveries will also be handled from the rear alley. Pedestrian access is provided from Broad Street. Architectural Standards (§ 635-80) City Code § 635-80 requires new commercial development to meet minimum architectural design standards and conform to surrounding development patterns. Based on the submitted concepts and renderings, the proposal is consistent with the ordinance. Primary exterior materials include LP siding. No trash or recycling containers are proposed on the site. Rooftop and exterior mechanical equipment shall be screened from public view in accordance with City standards. Landscape Standards (§§ 635-107 and 635-109) Commercial development is subject to the L-2 Landscape Standard. Under § 635-109, the L-2 plant material requirements do not apply where the applicable landscape area is located entirely within 15 feet of a building. The building-adjacent landscape area meets this exception. Landscaping is also proposed along the rear parking area and will be installed and maintained in accordance with applicable parking-area landscaping requirements. No garbage containers are currently proposed on the site. If such containers are added in the future, they shall be located and screened from public view in accordance with §§635-80 and 635-107 and maintained so as not to create an odor or other public nuisance. Exterior Lighting (§§ 635-55 and 635-75) The site plan does not include an exterior lighting plan. Any exterior lighting installed as part of the development shall comply with §§ 635-55 and 635-75. Parking-area lighting shall be directed away from adjacent properties and public streets and shall not exceed three footcandles measured at the lot line. Stormwater Management The City Engineer reviewed the submitted stormwater calculations and found the proposed stormwater approach acceptable. Runoff will increase due to additional paved area, but the increases are relatively small in absolute terms. Matching existing runoff rates would require an underground storage system, which is not recommended due to the proximity of the proposed building and basement. Runoff directed toward the alley will be collected and conveyed through the proposed storm sewer improvements. Utilities The proposed development will be served by existing municipal water and sanitary sewer infrastructure. The developer intends to connect to the existing water and sanitary sewer services at the curb stop location and extend those services into the new building. Adjacent Property Improvements The approved site plan includes improvements located on the adjoining property at 206 Broad Street to the east, owned by London Bridges LLC. These improvements include landscaping, a privacy fence, and a retaining wall. Because these improvements are associated with the development at 216 Broad Street but are located on the adjoining property, a shared maintenance agreement will be required between Prescott Lodging LLC and London Bridges LLC addressing the ongoing maintenance, repair, replacement, and responsibility for the improvements. A fully executed copy of the shared maintenance agreement must be provided to and accepted by the City prior to issuance of a building permit. If the parties are unable to execute the agreement, the developer would be required to revise the site plan to relocate or remove the improvements from the adjoining property. Any revised site plan would be reviewed by City staff to determine whether the changes constitute a substantial modification requiring additional Plan Commission and Common Council review. Alleyway Improvements As part of the project, public improvements are proposed within the alley immediately north of the site, including storm sewer piping, catch basins, excavation, and pavement restoration. The public improvement plans are subject to review and approval by the City Engineer. The improvements will be constructed by the developer under a separate Development Agreement with the City. The City will reimburse the developer for eligible portions of the public storm sewer and alley work following completion and City acceptance, subject to the terms and limitations of the agreement. Recommendation 1. Consider approval of resolution XX-26 “Resolution Approving the Site Plan Review for ‘The Collective’ Commercial Development at 216 Broad Street.” Attachments 1. The Collective Site Plan Submittal 2. Resolution XX-26 Approving a Site Plan for The Collective Commercial Development at 216 Broad Street BROAD STREET ORANGE STREET ALLEY 1 22 2 2 2 3 3 33 44 4 5 5 56 6 6 6 666 6 677 8 99 10 11 12 14 15B 15B 15A 15A 13 13 13 1316 16 P 1 DescriptionRev.DateTHE COLLECTIVE216 BROAD STREET, PRESCOTT WI Sheet Title: Project #:Drawn By:Checked By:Issue Date:12266092.000JTGNJN/MTH09.10.20263524 Labore RoadWhite Bear Lake, MN 55110651.481.9120www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved. W:\2026\Civil\12266092 - 216 Broad Street Prescott\3. Working Docs\C. Drawing Files\12266092 - C100 Demolition Plan.dwg LarsonEngineering, Inc.Project Title:Client: 0NORTH51020Sheet:1ST CHOICEBUILDERS, LLC157 ST. CROIX TRAIL NORTH #1LAKELAND, MN 55043 WISCONSIN PROFESSIONALENGINEERMITCHELL T.HONSAE-102124-6SAINT PAULMN SYMBOL LEGEND DEMOLITION PLAN DEMOLITION NOTES1.Contractor shall field verify all existing utility locations and site conditionsthroughout the project extents.2.It is the responsibility of the Contractor to perform or coordinate all necessaryutility demolitions and relocations from existing utility locations to all onsiteamenities and buildings to complete the work. These connections may include,but are not limited to, water, sanitary sewer, cable tv, telephone, gas, electric,site lighting, etc.3.Prior to beginning work, contact Diggers Hotline (800-242-8511) to locate utilitiesthroughout the area under construction. The Contractor shall retain the servicesof a private utility locator to locate the private utilities.4.Sawcut along the edges of pavements, sidewalks, and curbs to remain. Unlessotherwise indicated, concrete removals shall extend to the nearest existing joint.5.All construction shall be performed in accordance with state and local standardspecifications for construction. REMOVE AND DISPOSE OF BITUMINOUS PAVEMENT.REMOVE AND DISPOSE OF CONCRETE PAVEMENT.REMOVE AND DISPOSE OF CONCRETE WHEEL STOP.REMOVE AND DISPOSE OF SIGN, POST, AND FOOTING.REMOVE AND DISPOSE OF WALL.REMOVE AND DISPOSE OF TREE, STUMP, AND ROOT SYSTEM.REMOVE AND DISPOSE OF BOULDER.REMOVE AND DISPOSE OF LIGHT POLE.REMOVE AND DISPOSE OF EXISTING EQUIPMENT.REMOVE AND DISPOSE OF DUMPSTER.REMOVE AND DISPOSE OF BENCH/TABLE.REMOVE AND DISPOSE OF PATIO.REMOVE AND DISPOSE OF FENCE.REMOVE AND DISPOSE OF BUILDING AND ANY RELATEDINFRASTRUCTURE ITEMS INCLUDING ALL UTILITY SERVICES.COORDINATE UTILITY REMOVAL WITH UTILITY PROVIDER._A: ELECTRIC_B: GASREMOVE AND DISPOSE OF GRAVEL/PAVERS AS NEEDED TO INSTALLFRENCH DRAIN/WALL AND PROVIDE POSITIVE DRAINAGE.COORDINATE WITH NEIGHBORING OWNER.PROTECT EXISTING LIGHT/UTILITY POLE AND SIGN. KEY NOTES123 C100 REMOVE AND DISPOSE OF EXISTINGBITUMINOUS PAVEMENT SECTIONREMOVE AND DISPOSE OF EXISTINGCONCRETE PAVEMENT SECTION 45678910111213141516 EASEMENT LINEPROPERTY LINESANITARY SEWER PIPESTORM SEWER PIPEWATERMAIN PIPECOMMUNICATIONS UNDERGROUND LINEELECTRIC OVERHEAD LINEELECTRIC UNDERGROUND LINEFIBER OPTIC UNDERGROUND LINEGAS UNDERGROUND LINEFENCE P BROAD STREET ORANGE STREET ALLEY NEW BUILDING FFE 715.50 (ARCH 100'-00") 1 2 2 2 3 4A 4C 3 5 5 6 6 7 7 7 7 7 2 8 8 8 8 8 8 8 5 4B 3 5 3 3 3 10 3 8 8 6 3 DescriptionRev. Date THE COLLECTIVE 216 BROAD STREET, PRESCOTT WI Sheet Title: Project #: Drawn By: Checked By: Issue Date: 12266092.000 JTG NJN/MTH 09.10.2026 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 www.larsonengr.com C 2026 Larson Engineering, Inc. All rights reserved. W:\2026\Civil\12266092 - 216 Broad Street Prescott\3. Working Docs\C. Drawing Files\12266092 - C200 Site Plan.dwg Larson Engineering, Inc. Project Title:Client: 0 NORTH 5 10 20 Sheet: 1ST CHOICE BUILDERS, LLC 157 ST. CROIX TRAIL NORTH #1 LAKELAND, MN 55043 W IS C O N S I N P R O F E S S I O N A L E N G INEER MITCHELL T. HONSA E-102124-6 SAINT PAUL MN NEW BITUMINOUS PAVEMENT SEE DETAIL 1/C500 NEW CONCRETE PAVEMENT SEE DETAIL 2/C500 NEW LANDSCAPE AREA SYMBOL LEGEND SITE PLAN 1 KEY NOTES NEW BITUMINOUS PAVEMENT, SEE DETAIL 1/C500. NEW CONCRETE PAVEMENT, SEE DETAIL 2/C500. NEW D18 CONCRETE CURB, SEE DETAIL 3/C500. NEW RETAINING WALL. _A: SEE DETAIL 4/C500 _B: SEE DETAIL 5/C500 _C: SEE DETAIL 6/C500 NEW PRIVACY FENCE. LANDSCAPE AREA. CURB TRANSITION (5' TYPICAL). STOOP/STAIR/RAMP, SEE ARCHITECTURAL. FRENCH DRAIN, SEE DETAIL 7/C500. NEW BITUMINOUS PAVEMENT, MATCH EXISTING PAVEMENT SECTION. 2 5 C200 3 4 7 6 8 9 10 Note: Fence to be Incorporated into Retaining Wall in all Areas similar to TYPE 3 on C500 NEW BUILDING FFE 715.50 (ARCH 100'-00") BROAD STREET ORANGE STREET ALLEY 8.2% 715.43 TS INLET PROTECTION (TYP.) 713 714 713 713 716 717 718 719 715 713 717 714.17 TC/GL/C* 712.20 TC/GL/C* 713.53 GL* 719.00 B* 714.27 TC* 713.77 GL 714.07 TC/BW 713.57 GL 713.83 TW/BW/C/B* 714.70 B* 715.43 TW 713.35 C* 713.55 C 712.36 C* 714.75 TC 714.25 GL 713.75 TC/BW 713.25 GL 715.50 FFE 713.34 C 712.97 TC 712.47 RIM 712.75 TC/GL/BW 712.82 C 713.20 TC 712.70 GL 713.87 C 713.09 TC* 712.59 GL 714.08 TC 713.58 GL 713.89 BW/C 713.88 BS/C 713.61 C 715.50 FFE 715.46 TS 713.86 BW 713.84 BS/C 715.50 FFE/TS 715.50 FFE 715.50 FFE/TS 712.82 BS/C 715.46 TW 712.88 BW 715.50 FFE 712.96 BW 712.90 BS/C 715.48 TW 713.31 BW 713.25 BS/C 713.22 BS/C 713.42 BS/C 713.40 BS/C 713.37 BS/C 713.42 BS/C 719.19 TC/GL 715.39 TC 714.89 GL 714.08 TC/GL/B* 714.90 TW 713.93 BW 713.96 C 712.59 C* 712.79 C* 712.82 C* 713.79 C* 714.31 C* 713.43 C* 714.67 TC 714.17 GL 717.38 TW 716.23 G 716.43 G 716.50 TW 714.40 BW/TC 712.65 C 715.50 FFE SEDIMENT LOG SEDIMENT LOG 715.42 TW 712.85 BW 713.82 TC/BW 713.32 GL 715.47 TW 713.25 BW 715.45 TS 715.48 TS 712.95 C 712.86 C 712.80 BS ADJUST/TIE IN GRADES AS NEEDED TO PROVIDE POSITIVE DRAINAGE. COORDINATE WITH NEIGHBORING OWNER. DescriptionRev. Date THE COLLECTIVE 216 BROAD STREET, PRESCOTT WI Sheet Title: Project #: Drawn By: Checked By: Issue Date: 12266092.000 JTG NJN/MTH 09.10.2026 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 www.larsonengr.com C 2026 Larson Engineering, Inc. All rights reserved. W:\2026\Civil\12266092 - 216 Broad Street Prescott\3. Working Docs\C. Drawing Files\12266092 - C300 Grading Plan.dwg Larson Engineering, Inc. Project Title:Client: 0 NORTH 5 10 20 Sheet: 1ST CHOICE BUILDERS, LLC 157 ST. CROIX TRAIL NORTH #1 LAKELAND, MN 55043 W IS C O N S I N P R O F E S S I O N A L E N G INEER MITCHELL T. HONSA E-102124-6 SAINT PAUL MN GRADING AND EROSION CONTROL PLAN PROPOSED CONTOURS - MAJOR INTERVAL GRADE BREAK LINE PROPOSED CONTOURS - MINOR INTERVAL949 950 950 EXISTING CONTOURS 2.0% 950.00 TC 949.50 GL GRADE SLOPE SPOT ABBREVIATIONS: TC - TOP OF CURB GL - GUTTER LINE B - BITUMINOUS C - CONCRETE TW - TOP OF WALL BW - BOTTOM OF WALL (F/G) TS - TOP STAIR BS - BOTTOM STAIR (*) - EXISTING TO BE VERIFIED GRADING NOTES 1. Tree protection consisting of snow fence or safety fence installed at the drip line shall be in place prior to beginning any grading or demolition work at the site. 2. All elevations with an asterisk (*) shall be field verified. If elevations vary significantly, notify the Engineer for further instructions. 3. Grades shown in paved areas represent finish elevation. 4. All disturbed areas to receive 4” of good quality topsoil and seed, unless otherwise noted. 5. All construction shall be performed in accordance with state and local standard specifications for construction. SYMBOL LEGEND C300 INLET PROTECTION, SEE DETAIL 8/C500 SEDIMENT LOG, SEE DETAIL 9/C500 EROSION CONTROL NOTES 1. Owner and Contractor shall obtain WDNR-NPDES permit. Contractor shall be responsible for all fees pertaining to this permit. The SWPPP shall be kept onsite at all times. 2. Install temporary erosion control measures (inlet protection, silt fence, and rock construction entrances) prior to beginning any excavation or demolition work at the site. 3. Erosion control measures shown on the erosion control plan are the absolute minimum. The contractor shall install temporary earth dikes, sediment traps or basins, additional siltation fencing, and/or disk the soil parallel to the contours as deemed necessary to further control erosion. All changes shall be recorded in the SWPPP. 4. All construction site entrances shall be surfaced with crushed rock across the entire width of the entrance and from the entrance to a point 50' into the construction zone as necessary. 5. The toe of the silt fence shall be trenched in a minimum of 6”. The trench backfill shall be compacted with a vibratory plate compactor. 6. All grading operations shall be conducted in a manner to minimize the potential for site erosion. Sediment control practices must be established on all down gradient perimeters before any up gradient land disturbing activities begin. 7. All exposed soil areas must be stabilized as soon as possible to limit soil erosion but in no case later than 14 days after the construction activity in that portion of the site has temporarily or permanently ceased. Temporary stockpiles without significant silt, clay or organic components (e.g., clean aggregate stockpiles, demolition concrete stockpiles, sand stockpiles) and the constructed base components of roads, parking lots and similar surfaces are exempt from this requirement. EROSION CONTROL NOTES 8. The normal wetted perimeter of any temporary or permanent drainage ditch or swale that drains water from any portion of the construction site, or diverts water around the site, must be stabilized within 200 lineal feet from the property edge, or from the point of discharge into any surface water. Stabilization of the last 200 lineal feet must be completed within 24 hours after connecting to a surface water. Stabilization of the remaining portions of any temporary or permanent ditches or swales must be complete within 14 days after connecting to a surface water and construction in that portion of the ditch has temporarily or permanently ceased. 9. In areas where concentrated flows occur (such as swales and areas in front of storm catch basins and intakes) the erosion control facilities shall be backed by stabilization structure to protect those facilities from the concentrated flows. 10. Inspect the construction site once every seven days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours. All inspections shall be recorded in the SWPPP. 11. All BMPs must be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches 1/3 of the capacity of the BMP. These repairs must be made within 24 hours of discovery, or as soon as field conditions allow access. All repairs shall be recorded in the SWPPP. 12. If sediment escapes the construction site, off-site accumulations of sediment must be removed in a manner and at a frequency sufficient to minimize off-site impacts. 13. All soils tracked onto pavement shall be removed daily. 14. All infiltration areas must be inspected to ensure that no sediment from ongoing construction activity is reaching the infiltration area and these areas are protected from compaction due to construction equipment driving across the infiltration area. 15. Temporary soil stockpiles must have silt fence or other effective sediment controls, and cannot be placed in surface waters, including stormwater conveyances such as curb and gutter systems, or conduits and ditches unless there is a bypass in place for the stormwater. 16. Collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, construction and demolition debris and other wastes must be disposed of properly and must comply with WDNR disposal requirements. 17. Oil, gasoline, paint and any hazardous substances must be properly stored, including secondary containment, to prevent spills, leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal of hazardous waste must be in compliance with WDNR regulations. 18. External washing of trucks and other construction vehicles must be limited to a defined area of the site. Runoff must be contained and waste properly disposed of. No engine degreasing is allowed onsite. 19. All liquid and solid wastes generated by concrete washout operations must be contained in a leak-proof containment facility or impermeable liner. A compacted clay liner that does not allow washout liquids to enter ground water is considered an impermeable liner. The liquid and solid wastes must not contact the ground, and there must not be runoff from the concrete washout operations or areas. Liquid and solid wastes must be disposed of properly and in compliance with WDNR regulations. A sign must be installed adjacent to each washout facility to inform concrete equipment operators to utilize the proper facilities. 20. Upon completion of the project and stabilization of all graded areas, all temporary erosion control facilities (silt fences, hay bales, etc.) shall be removed from the site. 21. All permanent sedimentation basins must be restored to their design condition immediately following stabilization of the site. 22. Contractor shall submit Notice of Termination for WDNR-NPDES permit within 30 days after Final Stabilization. NEW BUILDING FFE 715.50 (ARCH 100'-00") BROAD STREET ORANGE STREET ALLEY CB-1 RIM: 712.47 INV: 708.47* *FIELD VERIFY ALLEY STORM SEWER CONNECT WATER SERVICE TO EXISTING CORP STOP. FIELD VERIFY LOCATION, INVERT, AND SIZE. 41 LF 12" PVC @ 1.00% MIN. 6 LF 4" PVC @ 2.67% DAYLIGHT INTO GUTTER LINE INV: 713.57 UTILIZE EXISTING SANITARY SERVICE. FIELD VERIFY LOCATION, INVERT, AND SIZE. DescriptionRev. Date THE COLLECTIVE 216 BROAD STREET, PRESCOTT WI Sheet Title: Project #: Drawn By: Checked By: Issue Date: 12266092.000 JTG NJN/MTH 09.10.2026 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 www.larsonengr.com C 2026 Larson Engineering, Inc. All rights reserved. W:\2026\Civil\12266092 - 216 Broad Street Prescott\3. Working Docs\C. Drawing Files\12266092 - C400 Utility Plan.dwg Larson Engineering, Inc. Project Title:Client: 0 NORTH 5 10 20 Sheet: 1ST CHOICE BUILDERS, LLC 157 ST. CROIX TRAIL NORTH #1 LAKELAND, MN 55043 W IS C O N S I N P R O F E S S I O N A L E N G INEER MITCHELL T. HONSA E-102124-6 SAINT PAUL MN UTILITY PLAN STORM SEWER PIPE SANITARY SEWER PIPE WATERMAIN PIPE CURB INLET (CB) SEE DETAIL 10/C500 UTILITY NOTES 1. It is the responsibility of the contractor to perform or coordinate all necessary utility connections and relocations from existing utility locations to the proposed building, as well as to all onsite amenities. These connections include but are not limited to water, sanitary sewer, cable TV, telephone, gas, electric, site lighting, etc. 2. All service connections shall be performed in accordance with state and local standard specifications for construction. Utility connections (sanitary sewer, watermain, and storm sewer) may require a permit from the City. 3. The contractor shall verify the elevations at proposed connections to existing utilities prior to any demolition or excavation. All elevations with an asterisk (*) shall be field verified. If elevations vary significantly, notify the Engineer for further instructions. 4. The contractor shall notify all appropriate engineering departments and utility companies 72 hours prior to construction. All necessary precautions shall be made to avoid damage to existing utilities. 5. Maintain a minimum of 7 ½' of cover over all water lines and sanitary sewer lines. Where 7 ½' of cover is not provided, install 2” rigid polystyrene insulation with a thermal resistance of at least 5 and a compressive strength of at least 25 psi. Insulation shall be 8' wide, centered over pipe with 6” sand cushion between pipe and insulation. Where depth is less than 5', use 4” of insulation. 6. Install water lines 12” above sewers. Where the sewer is above the water line or less than 12" below the water line, install sewer piping of materials approved for inside building use for 10 feet on each side of the crossing. 7. All watermain piping shall be class 52 ductile iron pipe unless noted otherwise. 8. See Project Specifications for bedding requirements. 9. Pressure test and disinfect all new watermains in accordance with state and local requirements. 10. Sanitary sewer piping shall be PVC, SDR-35 for depths less than 12', PVC SDR-26 for depths between 12' and 26', and class 52 D.I.P. for depths of 26' or more. SYMBOL LEGEND C400 PERFORATED STORM SEWER PIPE DescriptionRev. Date THE COLLECTIVE 216 BROAD STREET, PRESCOTT WI Sheet Title: Project #: Drawn By: Checked By: Issue Date: 12266092.000 JTG NJN/MTH 09.10.2026 3524 Labore Road White Bear Lake, MN 55110 651.481.9120 www.larsonengr.com C 2026 Larson Engineering, Inc. All rights reserved. W:\2026\Civil\12266092 - 216 Broad Street Prescott\3. Working Docs\C. Drawing Files\12266092 - C500 Details.dwg Larson Engineering, Inc. Project Title:Client: Sheet: 1ST CHOICE BUILDERS, LLC 157 ST. CROIX TRAIL NORTH #1 LAKELAND, MN 55043 W IS C O N S I N P R O F E S S I O N A L E N G INEER MITCHELL T. HONSA E-102124-6 SAINT PAUL MN DETAILS C500 NEW 3" BITUMINOUS PAVEMENT PLACED IN 2 EQUAL LIFTS NOT TO SCALE PAVEMENT SECTION BITUMINOUS 1 C500 NEW 8" BASE AGGREGATE APPROVED SUBGRADE SOIL NOTE: VERIFY PAVEMENT SECTION WITH OWNER AND GEOTECHNICAL. NOT TO SCALE CONSTRUCTION DETAIL CONCRETE 2 C500 NEW 6" PORTLAND CEMENT CONCRETE NEW 6" BASE AGGREGATE APPROVED SUBGRADE SOIL NOTE: VERIFY PAVEMENT SECTION WITH OWNER AND GEOTECHNICAL. NOT TO SCALE CURB & GUTTER DETAIL D18 CONCRETE 3 C500 6" 12" 6" 4% SLOPE NEW BITUMINOUS PAVEMENT NEW BASE AGGREGATE APPROVED SUBGRADE SOIL 2" R. 3/4" R. 6" 6" BACKFILL PER PLAN NOT TO SCALE SEDIMENT LOG DETAIL9 C500 FLOW 8" CURLEX SEDIMENT LOGS WOOD STAKE OR SAND BAG 24" MIN. WOOD STAKE TO ONLY PENETRATE NETTING, NOT CURLEX MATERIAL R R GROUND NOTES: 1. STAKE OR SAND BAG SPACING SHALL BE 2 FEET O.C. NOT TO SCALE PROTECTION DEVICE (OR EQ.) INFRASAFE INLET 8 C500 SIDE VIEW FRONT VIEW REUSABLE 400 MICRON FILTER BAG IN EACH BASKET NOT TO SCALE RETAINING WALL DETAIL - TYPE 36 C500 NEW MODULAR BLOCK TW (SEE GRADING PLAN) BW (SEE GRADING PLAN) NOTES: 1. WALL TO BE DESIGNED/INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2. WALL TYPE, COLOR, TEXTURE TO BE REVIEW BY OWNER. RETAINING WALL BASE, DRAINTILE, AND AGGREGATE BACKFILL PER MANUFACTURER'S RECOMMENDATION. LANDSCAPE AREA 9" 12" NOT TO SCALE RETAINING WALL DETAIL - TYPE 25 C500 NOT TO SCALE RETAINING WALL DETAIL - TYPE 14 C500 NEW MODULAR BLOCK TW (SEE GRADING PLAN) GL (SEE GRADING PLAN) NOTES: 1. WALL TO BE DESIGNED/INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2. WALL TYPE, COLOR, TEXTURE TO BE REVIEW BY OWNER. RETAINING WALL BASE, DRAINTILE, AND AGGREGATE BACKFILL PER MANUFACTURER'S RECOMMENDATION. LANDSCAPE AREA 9" 2.9' NEW MODULAR BLOCK TW (SEE GRADING PLAN) NOTES: 1. WALL TO BE DESIGNED/INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2. WALL TYPE, COLOR, TEXTURE TO BE REVIEW BY OWNER. RETAINING WALL BASE, DRAINTILE, AND AGGREGATE BACKFILL PER MANUFACTURER'S RECOMMENDATION. 9" LANDSCAPE AREA NOTE: TIP OUT CURB AS NEEDED TO ENSURE POSITIVE DRAINAGE. 1/2" EXPANSION WITH JOINT SEALANT 1/2" EXPANSION WITH JOINT SEALANT NOT TO SCALE CONCRETE JOINT DETAILS11 C500 "D" SAWCUT OR TOOLED JOINT, DEPTH = D/4 OR D/3 WITH SYNTHETIC FIBER SMOOTH EPOXY COATED STEEL DOWELS AT 12" O.C. GREASED FOR MOVEMENT CONSECUTIVE POUR BOND BREAKER PREVIOUS POUR CONTRACTION JOINT CONSTRUCTION JOINT 1/2" JOINT MATERIAL, FULL DEPTH. SEAL WITH JOINT SEALANT. STRUCTURE, STOOP, ETC SEALED ISOLATION JOINT 1/4" JOINT MATERIAL, FULL DEPTH. CURBS ISOLATION JOINT VARIABLE1'-4" VARIABLE 5" MIN. NOT TO SCALE MANHOLE DETAIL CATCH BASIN 10 C500 SECTION 8" PIPE DIA. PLAN PRECAST INVERT SHOULD BE 1/2 DIAMETER OF PIPE AND BENCHES SLOPED 2" TOWARD INVERT. MANHOLE FRAME & COVER: NEENAH R-3067, TYPE L GRATE (CB, BARRIER) MANHOLE STEPS SHALL BE PLACED SO THAT OFFSET HOLE IN TOP SLAB IS FACING DOWNSTREAM. NO BLOCK STRUCTURES ARE ALLOWED MINIMUM OF 2, MAXIMUM OF 5 CONCRETE ADJUSTMENT RINGS WITH FULL BED OF MORTAR BETWEEN EACH AND A 4" COLLAR ON THE OUTSIDE. NO SHIMS OF ANY MATERIAL ALLOWED. INSTALL NEW EXTERNAL CHIMNEY SEAL. 6" PRECAST REINFORCED CONCRETE SLAB. SEAL WITH 2 BEADS OF RAM-NEK. ALL JOINTS IN MANHOLE TO HAVE 'O' RING RUBBER GASKETS. MANHOLE STEPS, COPOLYMER POLYPROPYLENE PLASTIC, WITH 1/2" GRADE 60 STEEL REINFORCEMENT OR EQUAL, 16" O.C. PRECAST CONCRETE SECTION 8" MINIMUM SLAB THICKNESS, 6' MINIMUM DIAMETER PRECAST CONCRETE SLAB, REINFORCED WITH #4 REBAR @ 8" E.W. GROUT BOTTOM WATERTIGHT CONNECTION (BOOT/GROUT RING, TYPICAL) 24" NOT TO SCALE CROSS-SECTION DETAIL FRENCH DRAIN 7 C500 SOIL SEPARATION FABRIC 1" - 2" DIAMETER WASHED STONE CONFORMING TO THE FOLLOWING REQUIREMENTS: 4" PERFORATED HDPE PIPE PROVIDE A MINIMUM OF 1' OF OVERLAP 3" MIN. NOTE: INSTALL CAPS ON PIPE ENDS. 16" NEW BITUMINOUS PAVEMENT NEW FRENCH DRAIN SEE DETAIL 7/C500 PRIVACY FENCE. VERIFY FENCE TYPE, FOOTING, AND LOCATION WITH OWNER. COORDINATED WITH WALL MANUFACTURER IF INSTALLED ON TOP OF WALL. PRIVACY FENCE. VERIFY FENCE TYPE, FOOTING, AND LOCATION WITH OWNER. COORDINATED WITH WALL MANUFACTURER IF INSTALLED ON TOP OF WALL. PRIVACY FENCE. VERIFY FENCE TYPE, FOOTING, AND LOCATION WITH OWNER. COORDINATED WITH WALL MANUFACTURER IF INSTALLED ON TOP OF WALL. BW/TC (SEE GRADING PLAN) GL (SEE GRADING PLAN) 1/2" EXPANSION WITH JOINT SEALANT BW/TC (SEE GRADING PLAN) RESOLUTION XX-26 RESOLUTION APPROVING THE SITE PLAN REVIEW FOR “THE COLLECTIVE” COMMERCIAL DEVELOPMENT AT 216 BROAD STREET WHEREAS Prescott Lodging LLC submitted a site plan for a two-story commercial development known as “The Collective” at 216 Broad Street, Parcel ID 271011249800; and WHEREAS the proposed development includes a local retail space, outdoor patio, walk-up bar, event and office space, associated off-street parking, and related site improvements within the C - 1 Central Commercial District; and WHEREAS the proposed commercial uses are permitted within the C -1 Central Commercial District, and the development has been reviewed for compliance with the applicable dimensional and development standards of the district; and WHEREAS the site plan was reviewed under the City’s applicable site plan review standards, including site layout, access, parking, loading and unloading, drainage, utilities, landscaping, building appearance, and the effect on municipal services; and WHEREAS the approved site plan includes landscaping, a privacy fence, and a retaining wall located on the adjoining property at 206 Broad Street; and WHEREAS the City Engineer reviewed the submitted grading and stormwater runoff information and found the proposed stormwater approach acceptable; and WHEREAS public stormwater improvements are proposed within the alley adjacent to the north side of the property and will be constructed pursuant to a Development Agreement between Prescott Lodging LLC and the City of Prescott; and WHEREAS the Plan Commission reviewed the site plan at its October 5, 2026, meeting and forwarded it to the Common Council with a favorable recommendation; and WHEREAS the Common Council reviewed the site plan at its regular meeting on October 12, 2026, and found it acceptable. NOW, THEREFORE, BE IT RESOLVED that the Common Council of the City of Prescott hereby approves the site plan for “The Collective” commercial development at 216 Broad Street, Parcel ID 271011249800, subject to the following conditions: 1. The development shall be constructed in substantial conformity with the approved site plan, architectural elevations, grading and erosion control plan, utility plan, and supporting documents submitted to the City, except as modified by these conditions. 2. All applicable State of Wisconsin and City of Prescott permits and approvals, including any required commercial building plan review, shall be obtained prior to construction as required by applicable law. 3. All applicable City impact fees, connection fees, permit fees, and other development fees shall be paid in accordance with City Code and the City’s adopted fee schedule. 4. Stormwater and drainage improvements shall be constructed in substantial conformity with the plans and information reviewed by the City Engineer. 5. The developer shall comply with the Development Agreement between Prescott Lodging LLC and the City of Prescott, including the construction and completion of the public stormwater improvements within the adjacent alley and all applicable City Engineer r eview, inspection, security, and acceptance requirements contained in that agreement. 6. Prior to issuance of a building permit, Prescott Lodging LLC and London Bridges LLC shall execute a shared maintenance agreement acceptable to the City addressing the maintenance, repair, replacement, and responsibility for the landscaping, privacy fence, and retaining wall located on 206 Broad Street. If the agreement is not executed, no building permit shall be issued based upon the approved site plan. The developer may submit a revised site plan that relocates or removes the improvements proposed on the adjoining property. Any such revision shall be reviewed by City staff to determine whether it constitutes a substantial modification requiring additional review and approval by the Plan Commission and Common Council. 7. The developer shall be responsible for removing dirt, debris, and construction materials deposited upon Broad Street, adjacent alleys, or other public rights -of-way as a result of construction activities. Such areas shall be cleaned as necessary throughout construction. 8. Landscaping shown on the approved site plan shall be installed and maintained in accordance with Article XIII of Chapter 635. The exception in § 635-109B(2)(a) applies to L-2 landscape areas located entirely within 15 feet of the building, excluding any required parking area landscaping. 9. “If any rubbish, garbage, grease, or recycling containers are added in the future the site shall be screened from public view in accordance with City Code §§635- 80 and 635- 107 and maintained so as not to create an odor or other public nuisance. 10. All rooftop and exterior mechanical equipment shall be screened from public view as required by § 635-80. 11. All exterior lighting and parking lot lighting shall comply with applicable City Code requirements, including §§ 635-55 and 635-75. Lighting used to illuminate off-street parking areas shall be directed away from adjacent properties and public streets an d shall not exceed three footcandles measured at the lot line. 12. Any substantial modification to the approved site plan shall require review and approval by the Plan Commission and Common Council. Dated this 12th day of October, 2026. City of Prescott Michael H. Gerke, Mayor Attest: Rashel Temmers, City Clerk To: Plan Commission From: Luke Wiese, City Planner Date: September 24th, 2026 Subject: Jewell Street Extension CSM Background The City owns PID 271-01178-0200, located at the eastern end of Jewell Street and bordered by Prescott School District property on three sides. The City Council previously authorized an appraisal of the property after a developer expressed interest in purchasing the parcel for the construction of a single-family home. The appraisal valued the property at $102,000, based on the assumption that driveway and utility connections could be provided from Jewell Street. To provide legal access to the parcel and preserve the ability to extend Jewell Street in the future, the City has discussed acquiring additional right-of-way from the Prescott School District through a Certified Survey Map (CSM). The preliminary concept was reviewed by the Plan Commission in August, at which time the Commission recommended proceeding with preparation of the CSM. The completed CSM includes a 100-foot extension of the Jewell Street right-of-way and a 12-foot- wide public trail right-of-way. The proposed street extension would bring the right-of-way to the City-owned parcel and preserve access for its future sale and development. The CSM itself does not approve construction of the street extension. Discussion Extending the street in the future could also allow curb and gutter improvements to be extended at the existing end of Jewell Street, where washout has previously been identified as an issue. Approval of the CSM does not authorize construction of the street or commit the City to completing those improvements. Previous planning for the property has anticipated that street construction would occur following the future sale of the City-owned parcel. The CSM also establishes a 12-foot-wide public trail right-of-way along the western side of Lot 1. Following City approval, the Prescott School District will need to sign the CSM before it can be finalized and recorded with the Pierce County Register of Deeds. Recommendation Consideration and recommendation of “Resolution XX-26, A Resolution Approving a Certified Survey Map for the Jewell Street Extension” to Council for approval. Attachments 1. Certified Survey Map Sheet 1 2. Certified Survey Map Sheet 2 3. Certified Survey Map Sheet 3 4. Certified Survey Map Sheet 4 5. Resolution XX-26, A Resolution Approving a Certified Survey Map for the Jewell Street Extension 800 Borner Street N Prescott WI 54021City of PrescottSHEET 1 OF 4 SHEETS I NAL SDEau GalleBrandon W.S-2632WIKingSWIOCNS RUOEYVR N EMAIL: BKLSLLC@GMAIL.COMPREPARED FOR: CERTIFIED SURVEY MAP The bearings shown hereon are based on the Pierce CountyCoordinate System NAD 1983, 1991 adjustment.The west line of the SW 1/4 bears S00-07-45E.Bearings are expressed in degrees-minutes-seconds anddistances are expressed in decimal feet. 1 INCH = 40 FEET. SCALE IN FEET.BRANDON KING LAND SURVEYING, LLCN324 COUNTY ROAD D SUITE A EAU GALLE WI 54737PHONE: 715-639-5243 DENOTES A FOUND COUNTY MONUMENT. Located in part of the NW 1/4 of the SW 1/4 of Section 11, Township 26 North, Range 20West, City of Prescott, Pierce County, Wisconsin and including a part of Lot 1 of CertifiedSurvey Map Volume 1, Page 92, Document Number 272989.CSM NO. __________VOL.__________ PG. __________ DENOTES A FOUND 1" O.D. IRON PIPE.(XXX) DENOTES RECORDED AS.DENOTES A FOUND 3/4" IRON ROD.SW Corner11-T26N-R20WFound Alum. CapROD WEIGHING 1.50 LBS. PER LINEAL FT.DENOTES A PLACED 3/4" BY 18" IRON unplatted lands W 1/4 Corner11-T26N-R20WFound Survey NailN89-37-46E435.90 S00-07-45E 2637.79West line of SW 1/4 12.00N89-22-27E 361.00 N89-29-33E 88.00N89-29-33E 273.23 S00-35-29E 66.00S89-30-20W 273.11S89-30-20W 100.00 S00-22-59E 140.19 N89-22-27E N89-29-33E 12.00 (N88-27E)(435.45)(N88-27E 373.30) (S88-14W 373.30) (N01-39W 140.24) Lot 2 CSMV. 1, P. 60Doc. No. 265518Lot 1 CSMV. 1, P. 92Doc. No. 272989 Lot 4 CSMV. 1, P. 60Doc. No. 265518Lot 1 CSMV. 3, P. 33Doc. No. 317280 Lot 2 CSMV. 13, P. 168Doc. No. 554151 (66) Fieldwork Date: 9-08-2026Map Date: 9-10-2026 SCHOOL TRAIL1682 Sq. Feet0.0386 Acres (S89-33-22W)(S89-33-22W)(S89-33-22W) N00-35-29W 65.96 N00-22-59W 140.18 (N88-14-00E 373.30)(S01-39E 66.00)(66) Owners:Prescott School District1220 St. Croix St.Prescott WI 54021City of Prescott800 Borner St. NPrescott WI 54021 Dedicated to the public JEWELL STREET6599 Sq. Feet0.1515 AcresDedicated to the publicJEWELL STREET 66 foot wideRoadway Easementper CSM V. 1, P. 92Doc. No. 272989 SURVEYOR'S CERTIFICATEI, Brandon W. King, Wisconsin Professional Land Surveyor, hereby certify that I havesurveyed, divided and mapped a parcel of land being in the NW 1/4 of the SW 1/4 of Section11, Township 26 North, Range 20 West, City of Prescott, Pierce County, Wisconsin andincluding a part of Lot 1 of Certified Survey Map Volume 1, Page 92, Document Number272989, described as follows:Commencing at the west 1/4 corner of said Section11; bearing are based that the west line ofthe SW 1/4 bears S00-07-45E; thence N89-37-46E, 435.90 feet to the point of beginning ofthe lands to be described; thence N89-22-27E, 12.00 feet; thence S00-22-29E, 140.19 feet;thence N89-29-33E, 88.00 feet; thence S00-35-29E, 66.00 feet; thence S89-30-20W, 100.00feet; thence N00-35-29W, 65.96 feet; thence N00-22-59W, 140.18 feet to the point ofbeginning.Subject to all easements and restrictions of record.That I have made such survey, land division and map by the direction of the City of Prescott,representative of the land, that such map is a correct representation of the exteriorboundaries of the land surveyed and the map made thereof and that I have fully compliedwith the City of Prescott Subdivision Ordinance and the provisions of Chapter 236.34 of theWisconsin Statutes in surveying, dividing and mapping the same._________________________________Brandon W. King S-2632Wisconsin Professional Land SurveyorN324 County Road DEau Galle WI 54737 SHEET 2 OF 4 SHEETSEMAIL: BKLSLLC@GMAIL.COMBRANDON KING LAND SURVEYING, LLCN324 COUNTY ROAD D SUITE A EAU GALLE WI 54737PHONE: 715-639-5243 I NAL SDEau GalleBrandon W.S-2632WIKingSWIOCNS RUOEYVR N CERTIFIED SURVEY MAPLocated in part of the NW 1/4 of the SW 1/4 of Section 11, Township 26 North, Range 20West, City of Prescott, Pierce County, Wisconsin and including a part of Lot 1 of CertifiedSurvey Map Volume 1, Page 92, Document Number 272989.CSM NO. __________VOL.__________ PG. __________ Fieldwork Date: 9-08-2026Map Date: 9-10-2026 OWNER'S CERTIFICATE OF DEDICATION (SCHOOL DISTRICT)The Prescott School District, a Wisconsin public school district, as owner, hereby certifiesthat it caused the land described on this Certified Survey Map to be surveyed, divided,mapped, and dedicated as represented on this map.The Prescott School District also certifies that this Certified Survey Map is required by s.236.10 or s. 236.12, Wis. Stats., to be submitted to the following for approval or objection:City of Prescott Common Council.In witness whereof, the said Prescott School District has caused these presents to be signedby its School Board President and countersigned by its School Board Clerk, this _____ day of________________, 2026.By: ____________________________ By: ____________________________ Mike Matzek, President Pat Block, Clerk School Board School BoardSTATE OF WISCONSIN ) ) SSPIERCE COUNTY)Personally came before me this _____ day of ________________, 2026, the above-namedMike Matzek, School Board President, and Pat Block, School Board Clerk, of the PrescottSchool District, to me known to be the persons who executed the foregoing instrument andacknowledged the same as such officers as the deed of said school district, by its authority._______________________________________Notary Public, Pierce County, WisconsinMy Commission Expires: _________________ SHEET 3 OF 4 SHEETSEMAIL: BKLSLLC@GMAIL.COMBRANDON KING LAND SURVEYING, LLCN324 COUNTY ROAD D SUITE A EAU GALLE WI 54737PHONE: 715-639-5243 I NAL SDEau GalleBrandon W.S-2632WIKingSWIOCNS RUOEYVR N CERTIFIED SURVEY MAPLocated in part of the NW 1/4 of the SW 1/4 of Section 11, Township 26 North, Range 20West, City of Prescott, Pierce County, Wisconsin and including a part of Lot 1 of CertifiedSurvey Map Volume 1, Page 92, Document Number 272989.CSM NO. __________VOL.__________ PG. __________ Fieldwork Date: 9-08-2026Map Date: 9-10-2026 OWNER'S CERTIFICATE OF DEDICATION (CITY)The City of Prescott, a Wisconsin municipal corporation, as owner, hereby certifies that itcaused the land described on this Certified Survey Map to be surveyed, divided, mapped,and dedicated as represented on this map.The City of Prescott also certifies that this Certified Survey Map is required by s. 236.10or s. 236.12, Wis. Stats., to be submitted to the following for approval or objection: City ofPrescott Common Council.In witness whereof, the said City of Prescott has caused these presents to be signed byits Mayor and countersigned by its City Clerk, and its corporate seal to be hereuntoaffixed this _____ day of ________________, 2026.By: ____________________________ By: ____________________________ Michael H. Gerke, Mayor Rashel Temmers, City ClerkSTATE OF WISCONSIN ) ) SS[County Name] COUNTY)Personally came before me this _____ day of ________________, 2026, theabove-named Michael H. Gerke, Mayor, and Rashel Temmers, City Clerk, of the City ofPrescott, to me known to be the persons who executed the foregoing instrument andacknowledged the same as such officers as the deed of said municipal corporation, by itsauthority._______________________________________Notary Public, Pierce County, WisconsinMy Commission Expires: _________________ SHEET 4 OF 4 SHEETSEMAIL: BKLSLLC@GMAIL.COMBRANDON KING LAND SURVEYING, LLCN324 COUNTY ROAD D SUITE A EAU GALLE WI 54737PHONE: 715-639-5243 I NAL SDEau GalleBrandon W.S-2632WIKingSWIOCNS RUOEYVR N CERTIFIED SURVEY MAPLocated in part of the NW 1/4 of the SW 1/4 of Section 11, Township 26 North, Range 20West, City of Prescott, Pierce County, Wisconsin and including a part of Lot 1 of CertifiedSurvey Map Volume 1, Page 92, Document Number 272989.CSM NO. __________VOL.__________ PG. __________ Fieldwork Date: 9-08-2026Map Date: 9-10-2026 RESOLUTION XX-26 RESOLUTION APPROVING A CERTIFIED SURVEY MAP FOR THE JEWELL STREET EXTENSION. WHEREAS, a certified survey map has been prepared to establish a 100-foot extension of the Jewell Street right-of-way and a 12-foot-wide public trail right-of-way; and WHEREAS, the Certified Survey Map is subject to review by the Plan Commission and approval by the Common Council in accordance with the City’s subdivision ordinance and § 236.34, Wis. Stats.; and WHEREAS, City staff reviewed the Certified Survey Map for conformance with applicable City subdivision requirements and § 236.34, Wis. Stats., and recommends approval; and WHEREAS, the Plan Commission considered the Certified Survey Map on October 5, 2026, and recommended Common Council approval. NOW, THEREFORE, BE IT RESOLVED, that the Common Council of the City of Prescott hereby approves the enclosed Certified Survey Map for the Jewell Street Extension. Adopted this 12th day of October 2026 _____________________________ Michael H. Gerke, Mayor ATTEST: _____________________________ Rashel Temmers, City Clerk To: Plan Commission From: Matt Wolf, City Administrator Date: October 1, 2026 Subject: Prescott Business Park Concept Plan Background In 2021, the City purchased approximately 150 acres for expansion of the Prescott Business Park to provide land for future commercial and industrial development. Since that time, the City has established TID #6, completed preliminary infrastructure planning for the extension of Ryden Road, retained IAG Commercial to market the property, and hired Ayres Associates to prepare a master concept plan for the Business Park. The concept plan provides a potential layout for development of Business Park, including roadways, lots of varying sizes, stormwater facilities, buildings, parking, and other site features. The current layout includes parcels ranging from 1.6 acres to more than 25 acres, providing flexibility for businesses of different sizes. Discussion The City Council has identified the extension of Ryden Road in 2028 as the next investment within the Business Park. Extending Ryden Road, along with the associated water, sanitary sewer, storm sewer, and other infrastructure, is intended to improve the marketability of the property and development-ready sites. Previous planning identified the lack of roadway and utility access as a particular challenge for accommodating smaller developments under 10 acres. With the City moving toward the Ryden Road extension, staff would like the Plan Commission to review the Business Park concept plan before additional engineering and development planning proceeds. Specifically: • Is the proposed mix of large, medium, and small lots appropriate? • The plan shows smaller lots along Highway 10 that could accommodate commercial development, with larger lots located north of Ryden Road. Does the Plan Commission support this general development pattern? • Are there specific Business Park development or design standards that should be established before lots are sold? • Finally, should the City move forward with formally dividing the Business Park via plat consistent with the concept plan and then use Certified Survey Maps (CSMs) to modify lot configurations as needed? Or should the City keep the Business Park as one larger parcel and use CSMs to divide individual lots as prospective businesses express interest? Recommendation 1. Staff recommend that the Plan Commission review the Prescott Business Park Concept Plan and provide comments or recommended changes for consideration as the City proceeds with planning for the 2028 Ryden Road extension and future development of the Business Park. Attachments 1. Prescott Business Park Concept Plan LOT 1(25.32 AC) LOT 2(6.40 AC) LOT 3(9.65 AC) LOT 6(6.61 AC)LOT 7(3.68 AC) LOT 11(13.78 AC) LOT 10(7.66 AC) LOT 15(3.36 AC)LOT 14(3.04 AC) LOT 18(2.29 AC)OUTLOT 20(4.89 AC)LOT 17(1.96 AC)LOT 16(2.24 AC) LOT 13(2.80 AC)LOT 12(3.30 AC) LOT 8(4.61 AC)LOT 9(6.12 AC) LOT 4(12.68 AC)LOT 5(12.69 AC) LOT 19(2.63 AC)LOT 21(1.63 AC) NORTH0150300 File: C:\ACC\ACCDocs\Ayres Engineering Services\Prescott Business Park\Project Files\3.Production\Civil3D\Exhibits\Concept Layout.dwg | Layout: Exhibit (2) | Plot Date: 31/08/2026 PRESCOTT BUSINESS PARK - PRESCOTT, WI | CONCEPT LAYOUT8/26/2026Ayres Associates | ################################################ | ############ | www.AyresAssociates.com | # 51-7323.00 To: Plan Commission From: Matt Wolf, City Administrator Date: September 30, 2026 Subject: TAP Grant Award and Future Orrin Road Process Background In 2024, the City of Prescott received Transportation Alternatives Program (TAP) funding through the Wisconsin Department of Transportation (WisDOT) to complete a Bicycle and Pedestrian Planning Study focused on improving pedestrian improvements around U.S. Highway 10 and State Highway 29/35. The City subsequently entered into an engineering agreement with WisDOT and Cedar Corporation to complete the planning study, which included alternatives analysis, public involvement, preliminary design, and environmental review. The majority of the planning work occurred during 2025. The study evaluated the challenges created by U.S. Highway 10 and State Highway 29/35, which currently divide portions of Prescott without dedicated pedestrian or bicycle crossings. The planning process included operational planning meetings, two public involvement meetings, an online project hub, social media outreach, and direct outreach to adjacent property owners and other stakeholders. Several alternatives were evaluated, including at-grade crossings, underpasses, pedestrian bridges, and combinations of these improvements. The preferred alternative ultimately identified pedestrian bridges over U.S. Highway 10, expanded trail and sidewalk connections, and a future underpass beneath State Highway 29/35 (attached preferred alternative). The Plan Commission reviewed the alternatives at their meeting on August 4, 2026 as part of the Transportation Chapter of the Comprehensive Plan. At that time the Plan Commission supported the closing of the east leg of Orrin Road to Campbell Street to reduce conflicts. City Council agreed with the alternative and formally voted at their meeting on October 27, 2025 by a vote of 6-to-0 to submit it to WisDOT as part of the grant application. As part of the first phase, the preferred alternative includes an approximately 100-foot bicycle/pedestrian bridge over U.S. Highway 10 approximately 500 feet east of Canton Street, along with trail and sidewalk connections on Orrin Road, Campbell Street, St. Croix Street, Borner Street, Pine Street, Henry Street, and Filkins Street. The plan also calls for Orrin Road to be disconnected from Campbell Street east of the intersection and converted to a pedestrian/trail connection in that area. Discussion Following completion of the planning process, the City submitted an application for TAP funding to advance the project into design and construction. In May 2026, WisDOT informed the City that construction funding had been awarded, while the City would remain responsible for funding the design phase. The City Council subsequently agreed to proceed with the project and fund the necessary design work. WisDOT has now awarded the City up to $5,567,440 in federal TAP funding, representing approximately 80% of eligible construction-related costs. Current construction-related costs are estimated at approximately $6.96 million, with the City's estimated construction share totaling approximately $1.39 million. The City has also budgeted approximately $580,000 for engineering and design, which will be locally funded. WisDOT currently anticipates construction beginning in 2030. The State/Municipal Agreement establishes an August 21, 2030 commencement deadline and a June 30, 2033 completion deadline. Orrin Road and Future Plan Commission Review One of the more significant components of the project is the proposed closure of the eastern Orrin Road connection at Campbell Street. Under the preferred plan, vehicular access through this portion of Orrin Road would be eliminated while the existing public right-of-way would remain available for pedestrian and bicycle use. The Orrin Road closure was discussed during the 2025 planning process. At the September 10, 2025 Public Involvement Meeting, several business owners and residents expressed concerns regarding the impacts of closing the roadway, including changes to access, traffic circulation, and wayfinding. The final planning study acknowledges those concerns while identifying the closure as part of the preferred alternative because of pedestrian safety and vehicle-conflict concerns at the Orrin Road/Campbell Street area. Staff subsequently consulted with the City Attorney regarding the legal process necessary to implement this portion of the project. Rather than formally vacating or discontinuing the public right-of-way, the City can use the pedestrian mall process under Wis. Stat. § 66.0905. Under that statute, a City may designate all or part of a street as a pedestrian mall and prohibit or limit vehicular traffic while retaining the street as a public way. The statute specifically provides that creation of a pedestrian mall is not a street vacation or discontinuance. The process will require several future steps: 1. Final survey and legal description. As project design advances, the City will need a surveyed area clearly identifying the portion of Orrin Road proposed to be designated as a pedestrian mall. 2. Referral to the Plan Commission. Wisconsin law requires the matter to be referred to the Plan Commission for a report before the Common Council may establish the pedestrian mall. 3. Public hearing and notice. A formal public hearing must be held with publication of a Class 1 notice before the pedestrian mall ordinance can be adopted. 4. Plan Commission recommendation. Following review of the final proposal and public input, the Plan Commission would make a recommendation to the Common Council. 5. Common Council ordinance. The Council could then consider an ordinance formally designating the identified portion of Orrin Road as a pedestrian mall and prohibiting vehicular traffic. Based on guidance from the City Attorney, staff does not recommend completing the formal ordinance and public hearing process several years before construction. Instead, the City it is proposed that process be carried out in 2029 as part of preparation of construction. Recommendation No formal action regarding the Orrin Road pedestrian mall is being requested from the Plan Commission at this time. The purpose of bringing the item forward now is to inform the Commission of the TAP grant award, provide an update on the project, and identify the Commission's future role in the Orrin Road process. As the Orrin Road design is refined, staff will continue outreach with affected property owners, businesses, and residents. Once the project approaches construction and the limits of the proposed pedestrian mall are finalized, the matter will be returned to the Plan Commission for formal review and recommendation before proceeding to the Common Council. Attachments 1. Preferred Alternative Concept Plan 2. Concept Photos LEGENDPHASE IPHASE IIPHASE IIINEW RAMP/RET. WALLNEW TRAILNEW SIDEWALKNEW STRUCTUREFUTURE TRAIL (WISDOT) CANTON STREETORRIN ROADUS-10N ACRES ROADWI-35CAMPBELL STREET EAGLE RIDGE ROAD PHASE I·WEST PED BRIDGE·APPROACH RAMPS·TRAIL & SIDEWALK·CROSSING AT CAMPBELL·WISDOT TRAIL US-10 ST CROIX STREET BORNER STREET N HENRY STREET DEXTER STREET PROPOSED PROJECT PHASESPIM #2 - SEPTEMBER 10, 2025 PHASE II·EAST PED BRIDGE·APPROACH RAMPS·TRAIL & SIDEWALK PHASE III·PED UNDERPASS·RETAINING WALLS·TRAIL & SIDEWALK·CONNECT TO WISDOT TRAIL 0 400200 14 Overpass Bridge 12 Overpass on Canton 13 At Grade Crossing Campbell