Plan Commission — Agenda Packet

Planning Department W240 N3065 Pewaukee Road Pewaukee WI 53072 Phone: 262-691-0770 PLAN COMMISSION MEETING NOTICE AND AGENDA Thursday, October 15, 2026 6:00 PM Pewaukee City Hall Common Council Chambers W240N3065 Pewaukee Road, Pewaukee, WI 1. Call to Order and Pledge of Allegiance 2. Discussion and Action Regarding Approval of Plan Commission Meeting Minutes 2.1 May 21, 2026 2.2 June 18, 2026 2.3 July 16, 2026 2.4 August 20, 2026 3. Items for Discussion and Action 3.1 Discussion and Action Regarding a Zoning Code Text Amendment to Amend Section 340-4.36C(5) to Allow Swimming Pools Within the 75-Foot Ordinary High Water Mark and Floodplain Setback as Requested by Timothy and Robin Andringa (Tabled at 9/17/26 Plan Commission Meeting) 3.2 Discussion and Action Regarding a Zoning Permit Application for a Proposed 35-Foot Tall Flagpole on Property Located at N27 W24025 Paul Court as Requested by Neumann Development (PWC 0921984009) 3.3 Discussion and Action Regarding the Site and Building Plans for Matthew Steiner for the Purpose of Constructing an Approximately 10,000 Square Foot Industrial Building Upon Property Located at N15 W24887 Bluemound Road (PWC 0951993001) 3.4 Discussion and Action Regarding a Recommendation to the Common Council for a Conditional Use Permit for The Florence Collective Located at the Northeast Corner of Redford Boulevard and Nancy Court for the Purpose of Constructing a Two-Story Salon and Wellness Facility (PWC 0958986009) 3.5 Discussion and Action Regarding a Site and Building Plan Amendment Requested by Cedar Gables for the Purpose of Requesting Approval of a Site Change to Eliminate the Through Street and Serve Phase 1 and Phase 2 of the Development with Separate Cul-De-Sacs 4. Adjournment Ami Hurd Page 1 of 74 Deputy Clerk Community Development Coordinator October 8, 2026 NOTICE It is possible that members of other governmental bodies of the municipality may be in attendance to gather information that may form a quorum at the above stated meeting. No action will be taken by any governmental body other than the governmental body specifically referred to above in this notice. Any person who has a qualifying disability under the Americans with Disabilities Act that requires the meeting or materials at the meeting to be in an accessible format must contact the City Planner/Community Development Director Nick Fuchs, at (262) 691-6007 three business days prior to the meeting so that arrangements may be made to accommodate your request. Page 2 of 74 Plan Commission meeting minutes ~ May 21, 2026 Page 1 City of Pewaukee W240 N3065 Pewaukee Road Plan Commission Meeting Minutes Thursday, May 21, 2026 In attendance: Mayor S. Bierce, Alderwoman C. Brown, D. Linsmeier, A. Schoenemann, and S. Sullivan. Also in attendance: City Planner & Community Development Director N. Fuchs, Administrator S. Klein, and Department of Public Works Director M. Wagner. 1. Call to Order and Pledge of Allegiance Chairman Bierce called the meeting to order at 6:00pm and requested everyone stand for the Pledge of Allegiance. 2. Discussion and Action Regarding Approval of Plan Commission Meeting Minutes 2.1 January 15, 2026 2.2 March 19, 2026 A motion was made and seconded (S. Sullivan, A. Schoenemann) to approve the January 15, 2026 and March 19, 2026 Plan Commission meeting minutes. Motion Passed: 3-For, 0-Against, 2-Abstain (C. Brown, D. Linsmeier). 3. Items for Discussion and Action 3.1 Discussion and Action Regarding a Recommendation to the Common Council for a Conditional Use Permit for Solveig Spa Skola to Allow for a Spa Service Business to be Located at N27 W23960 Paul Road (PWC 0918998024) A motion was made and seconded (D. Linsmeier, S. Sullivan) to recommend approval of the Conditional Use Permit for Solveig Spa Skola. Motion Passed: 5-For, 0-Against. 3.2 Discussion and Action Regarding the Site and Building Plans for TI Investors of Pewaukee/Amazon for the Purpose of Constructing an 8-Foot Tall Chain-Link Fence on Property Located at W232 N2950 Roundy Circle East (PWC 0917994030) A motion was made and seconded (S. Bierce, S. Sullivan) to table the Site and Building Plans for TI Investors of Pewaukee/Amazon. Motion Passed: 5-For, 0-Against. 3.3 Discussion and Action Regarding the Site and Building Plans for Cold Noses Sanctuary for the Purpose of Constructing an Addition to an Accessory Structure on Property Located at N47 W26699 Lynndale Road (PWC 0882999001) A motion was made and seconded (A. Schoenemann, C. Brown) to approve the Site and Building Plans for Cold Noses Sanctuary. Motion Passed: 5-For, 0-Against. 4. Adjournment Page 3 of 74 Plan Commission meeting minutes ~ May 21, 2026 Page 2 A motion was made and seconded (J. Endl, D. Linsmeier) to adjourn the meeting at pm. Motion Passed: 5-For, 0-Against. Respectfully Submitted Ami Hurd, WCMC Deputy Clerk/ Community Development Coordinator Page 4 of 74 Plan Commission meeting minutes ~ June 18, 2026 Page 1 City of Pewaukee W240 N3065 Pewaukee Road Plan Commission Meeting Minutes Thursday, June 18, 2026 In attendance: Mayor S. Bierce, Alderwoman C. Brown, D. Linsmeier, A. Schoenemann, and S. Sullivan. Also in attendance: City Planner & Community Development Director N. Fuchs, Administrator S. Klein, Department of Public Works Director M. Wagner, and Deputy Clerk/Community Development Coordinator A. Hurd. 1. Call to Order and Pledge of Allegiance Chairman Bierce called the meeting to order at 6:00pm and requested everyone stand for the Pledge of Allegiance. 2. Discussion and Action Regarding Approval of Plan Commission Meeting Minutes 2.1 April 16, 2026 A motion was made and seconded (C. Brown, A. Schoenemann) to approve the April 16, 2026 Plan Commission meeting minutes. Motion Passed: 4-For, 0- Against, 1-Abstain (Linsmeier). 3. Mitigation Plans 3.1 Discussion and Action Regarding a Mitigation Plan for the Jon Williams Residence Located at N27 W27136 Woodland Drive (PWC 0933127) A motion was made and seconded (C. Brown, D. Linsmeier) to approve the Mitigation Plan for the Jon Williams Residence. Motion Passed: 5-For, 0-Against. 3.2 Discussion and Action Regarding a Mitigation Plan for the Joseph Mesec Residence Located at N29 W26700 Peterson Drive (PWC 0930049) A motion was made and seconded (D. Linsmeier, S. Sullivan) to approve the Mitigation Plan for the Joseph Mesec Residence. Motion Passed: 5-For, 0-Against. 4. Items for Discussion and Possible Action 4.1 Discussion and Action Regarding the Site and Building Plans for TI Investors/Amazon for the Purpose of Constructing an Eight-Foot Tall Chain-Link Fence on Property Located at W232 N2950 Roundy Circle East (PWC 0917994030) A motion was made and seconded (A. Schoenemann, S. Sullivan) to approve the Site and Building Plans for TI Investors/Amazon with the conditions noted in the staff report. No action was taken. Page 5 of 74 Plan Commission meeting minutes ~ June 18, 2026 Page 2 After further discussion, the original motion was amended and seconded (A. Schoenemann, S. Sullivan) to approve the Site and Building Plans for TI Investors/Amazon by adding two man gates on the north and southeast sides with exit signage and City staff approval of the landscaping, Motion Passed: 5- For, 0-Against. 4.2 Discussion and Action Regarding a Certified Survey Map for T&M Waukesha, LLC to Combine Their Two Adjacent Properties Located at N4 W22610 Bluemound Road (PWC 0963999016 & PWC 0963999037) A motion was made and seconded (D. Linsmeier, C. Brown) to recommend approval of the Certified Survey Map for T&M Waukesha, LLC. Motion Passed: 5-For, 0-Against. 4.3 Discussion and Action Regarding the Site and Building Plans for Cold Noses Sanctuary for the Purpose of Constructing a New Gravel Driveway, Gravel Parking Lot, Pasture Buildings, Fencing, and Designating Two Event Parking Areas on Property Located at N47 W26699 Lynndale Road (PWC 0882999001) A motion was made and seconded (A. Schoenemann, C. Brown) to approve the Site and Building Plans for Cold Noses Sanctuary with the conditions listed in the staff report. Motion Passed: 5-For, 0-Against. 4.4 Discussion Regarding a Conceptual Review Application for Matthew Steiner for the Purpose of Constructing Two Buildings and Parking Areas for a Rain Gutter Business on Property Located at N15 W24887 Bluemound Road (PWC 0951993001) Discussion took place regarding the Conceptual Review. No action was taken. 4.5 Discussion and Possible Action Regarding Section 340-2.9C(2)(d) and Section 320- 4F(2)(C) of the City's Zoning Code Pertaining to Requirements for Recreational Vehicle Parking Discussion took place regarding the requirements for recreational vehicle parking. No action was taken. 5. Adjournment A motion was made and seconded (D. Linsmeier, A. Schoenemann) to adjourn the meeting at 7:20pm. Motion Passed: 5-For, 0-Against. Respectfully Submitted Ami Hurd Deputy Clerk Community Development Coordinator Page 6 of 74 Plan Commission meeting minutes ~ July 16, 2026 Page 1 City of Pewaukee W240 N3065 Pewaukee Road Plan Commission Meeting Minutes Thursday, July 16, 2026 In attendance: Mayor S. Bierce, Alderwoman C. Brown, J. Endl, D. Kiser, and D. Linsmeier. Also in attendance: City Planner & Community Development Director N. Fuchs, Administrator S. Klein, Department of Public Works Director M. Wagner, and Deputy Clerk/Community Development Coordinator A. Hurd. 1. Call to Order and Pledge of Allegiance Chairman Bierce called the meeting to order at 6:00pm and requested everyone stand for the Pledge of Allegiance. 2. Items for Discussion and Action 2.1 Discussion and Action Regarding a Kennel License for Annmarie Gray for Property Located at N7 W27811 Northview Road for the Purpose of Having Four Resident Dogs and Temporarily Fostering Puppies in Need Through HAWS (PWC 0982997006) A motion was made and seconded (D. Linsmeier, D. Kiser) to approve the Kennel License for Annmarie Gray. Motion Passed: 5-For, 0-Against. 2.2 Discussion and Action Regarding the Site and Building Plans for Cold Noses Sanctuary for the Purpose of Constructing an Approximately 3,700 Square Foot Dog Facility on Property Located at N47 W26699 Lynndale Road (PWC 0882999001) A motion was made and seconded (C. Brown, J. Endl) to approve the Site and Building Plans for Cold Noses Sanctuary with the final Engineering conditions. Motion Passed: 5- For, 0-Against. 2.3 Discussion and Action Regarding a Recommendation to the Common Council for a Conditional Use Permit for Mental Health America of Wisconsin to Operate a Peer-Run Respite Home for Veterans Located at N2 W27318 Lyles Drive (PWC 0984029) A motion was made and seconded (S. Bierce, D. Kiser) to advance the Conditional Use Permit to the Common Council to make a decision with no recommendation from the Plan Commission. Motion Passed: 3-For, 1-Against (C. Brown), 1-Abstain (J. Endl). 2.4 Discussion and Action Regarding the Site and Building Plans for T&M Waukesha, LLC/Terex for the Purpose of Adding Overhead Doors to the East and West Elevations and Installing an Overhead Lift Within the Outdoor Gravel Storage Area on Property Located at N4 W22610 Bluemound Road (PWC 0963999016) A motion was made and seconded (C. Brown, D. Kiser) to approve the Site and Building Plans for T&M Waukesha LLC/Terex with the condition to repair the broken slats in the fencing. Motion Passed: 5-For, 0-Against. Page 7 of 74 Plan Commission meeting minutes ~ July 16, 2026 Page 2 3. Adjournment A motion was made and seconded (D. Kiser, D. Linsmeier) to adjourn the meeting at 7:16pm. Motion Passed: 5-For, 0-Against. Respectfully Submitted Ami Hurd Deputy Clerk Community Development Coordinator Page 8 of 74 Plan Commission meeting minutes ~ August 20, 2026 Page 1 City of Pewaukee W240 N3065 Pewaukee Road Plan Commission Meeting Minutes Thursday, August 20, 2026 In attendance: Mayor S. Bierce, Alderwoman C. Brown, J. Endl, D. Kiser, D. Linsmeier, and A. Schoenemann. Also in attendance: City Planner & Community Development Director N. Fuchs, Administrator S. Klein, Department of Public Works Director M. Wagner, and Deputy Clerk/Community Development Coordinator A. Hurd. 1. Call to Order and Pledge of Allegiance Chairman Bierce called the meeting to order at 6:00pm and requested everyone stand for the Pledge of Allegiance. 2. Items for Discussion and Action 2.1 Discussion and Action Regarding a Certified Survey Map for Waukesha State Bank for the Purpose of Combining Two Lots on the Former Ruekert Mielke Property Located at W233 N2080 Ridgeview Parkway (PWC 0953984007 & PWC 0953984008) A motion was made and seconded (C. Brown, D. Kiser) to approve the Certified Survey Map for Waukesha State Bank. Motion Passed: 5-For, 0-Against. 2.2 Discussion and Action Regarding the Architectural Changes to the Shorepoint Church Site and Building Plan Approvals for Property Located on the Southwest Corner of Duplainville Road and Capitol Drive Originally Approved on 11/21/2024 (PWC 0912983, PWC 0912984, PWC 0912985) A motion was made and seconded (D. Kiser, D. Linsmeier) to reapprove the Certified Survey Map for Shorepoint Church and return to Plan Commission with final color and pattern selections on the metal paneling. Motion Passed: 5-For, 0-Against. 2.3 Discussion and Action Regarding Re-Approval of the Shorepoint Church Certified Survey Map for Property Located on the Southwest Corner of Duplainville Road and Capitol Drive Originally Approved on 11/21/2024 (PWC 0912983, PWC 0912984, PWC 0912985) Action taken in Item 2.2. 3. Adjournment A motion was made and seconded (D. Kiser, C. Brown) to adjourn the meeting at 6:34pm. Motion Passed: 5-For, 0-Against. Respectfully Submitted Ami Hurd Deputy Clerk Community Development Coordinator Page 9 of 74 Office of the Planner & Community Development Director W240N3065 Pewaukee Road Pewaukee, Wisconsin 53072 262.691.6007 fuchs@pewaukee.wi.us REPORT TO THE PLAN COMMISSION Meeting of September 17, 2026 Date: September 10, 2026 Project Name: Andringa Zoning Code Amendment Project Address/Tax Key No.: City-wide Introduction The applicant filed a Zoning Code Amendment request to allow swimming pools within the floodplain and ordinary high water mark setbacks within Section 340-4.36C.(5) of the Zoning Code. Section 340-4.36C(5) currently prohibits structures, with certain specified exceptions, within 75 feet of the designated 100-year floodplain of a lake or navigable stream or within 50 feet of an OHWM or officially designated wetland. The applicant proposes to add “approved swimming pools” to the list of structures exempt from these setback requirements. The proposed amendment would allow swimming pools to be located no closer than 35 feet from the OHWM and 100-year floodplain boundary, subject to applicable requirements of the Zoning Code. The applicant is proposing to add “approved swimming pools” as shown below (emphasis added). Structure setbacks. No structure except necessary streets or accessways, utilities, navigational aids, piers and boat launch facilities, parking areas, approved boathouses, approved swimming pools, and principal buildings shall be located within 75 feet of a designated 100-year recurrence interval (base flood) floodplain of any lake or navigable stream or within 50 feet of an OHWM or officially designated wetland, unless there are existing principal use structures on adjoining parcels, in which case the setback from the OHWM or base flood elevation may be an average of setbacks on the adjoining parcels but no less than 35 feet. (See § 207-35 for definition of "base flood.") In this subsection, Page 10 of 74 Office of the Planner & Community Development Director W240N3065 Pewaukee Road Pewaukee, Wisconsin 53072 262.691.6007 fuchs@pewaukee.wi.us "principal building" shall mean the main building or structure on a single lot or parcel of land and includes any attached garage, approved swimming pools, or attached porch. If the amendment is considered for approval, staff also recommends that Section 340-2.9B.(2)(a), which specifically regulates swimming pools, be revised to add the language below. All swimming pools abutting a designated 100-year recurrence interval (base flood) floodplain of any lake or navigable stream, including any associated fencing, concrete surround, decking, or other impervious surface, shall be setback a minimum of 35 feet from the ordinary high water mark and 100-year floodplain boundary. Project Description/Analysis The existing ordinance provides exceptions from the shoreland setback requirements for certain structures and improvements, including necessary streets and accessways, utilities, navigational aids, piers, boat-launch facilities, parking areas, approved boathouses, and qualifying principal buildings. These exceptions generally recognize structures or improvements that are functionally related to the use of lakefront property or circumstances involving an established development pattern. The existing regulations attempt to balance private property use with protection of shoreland areas, water quality, wildlife habitat, and scenic character. Staff finds that swimming pools are not distinguishable from other accessory structures that remain subject to the applicable shoreland setbacks. Allowing swimming pools within the setback could also increase structural and impervious-surface development near the shoreline and establish a precedent for additional accessory structures within areas currently intended to remain relatively undeveloped. Staff Recommendation The existing setback requirements help protect water quality and wildlife habitat and help maintain a more natural and scenic shoreline that is not dominated by buildings, accessory structures, or impervious surfaces. Page 11 of 74 Office of the Planner & Community Development Director W240N3065 Pewaukee Road Pewaukee, Wisconsin 53072 262.691.6007 fuchs@pewaukee.wi.us Accordingly, staff recommends denial of the proposed Zoning Code Amendment. If recommended for approval, staff recommends that the proposed ordinance language be reviewed by the City Attorney prior to final adoption and publication to confirm compliance with applicable Wisconsin statutes and administrative regulations. Page 12 of 74 Page 13 of 74 Page 14 of 74 Page 15 of 74 Page 16 of 74 Page 17 of 74 Page 18 of 74 Page 19 of 74 Office of the Planner & Community Development Director W240N3065 Pewaukee Road Pewaukee, Wisconsin 53072 262.691.6007 fuchs@pewaukee.wi.us Planner & Community Development Director Nick Fuchs REPORT TO THE PLAN COMMISSION Meeting of October 15, 2026 Date: October 6, 2026 Project Name: Neumann Zoning Permit – Flag Poles Project Address/Tax Key No.: Paul Court Right-of-Way Applicant: Neumann Development Property Owner: City of Pewaukee Current Zoning: B-6 Mixed-Use Business District 2050 Land Use Map Designation: Office Commercial and Governmental/Institutional Use of Surrounding Properties: Church use to the north and west and office to the south, east and west Project Description/Analysis The applicant submitted a Zoning Permit requesting to replace two flagpoles within Paul Court right- of-way. The applicant is proposing to replace the existing flagpoles within the exact same location but would like to increase their height. One flagpole will have a height of 30 feet and the other a height of 35 feet. Section 340-11.1C. states that flagpoles shall not exceed a height of 30 feet or the distance of the base of the structure from the nearest lot line, whichever is less, unless otherwise authorized by the Plan Commission. As such, the Zoning Permit Application is being forwarded to the Plan Commission for approval of the height of the 35-foot flagpole. Recommendation Staff recommends approval of the Zoning Permit, subject to the applicant obtaining a right-of-way permit and receiving Common Council approval of a maintenance agreement to allow the structures within the City’s right-of-way. Page 20 of 74 1 5 8 . 8 2 ' 1 8 . 0 4 ' 2 5 9 . 9 8 ' 1 2 3 . 5 7 ' 1 9 5 . 4 8 ' 1 1 2 . 0 5 ' P A U L C T 6 0 . 3 0 ' 71.02' P E W A U K E E R D P E W A U K E E R D The information and depictions herein are for informational purposes and Waukesha County specifically disclaims accuracy in this reproduction and specifically admonishes and advises that if specific and precise accuracy is required, the same should be determined by procurement of certified maps, surveys, plats, Flood Insurance Studies, or other official means. Waukesha County will not be responsible for any damages which result from third party use of the information and depictions herein, or for use which ignores this warning. Map Title WATERTOWNRD Legend Site Address Site Address Units Tax Parcels Assessor Plat Assessor CSM CSM Condominium Condomin Subdivision Subdivisio Notes 9/28/2026 4:35 PMPrinted Date: SEWRPC, Waukesha County Land Information Office, Waukesha County LIS, Waukesha County Land Information Office ± 0 25 50 75 100 1 inch equals 50 feet Page 21 of 74 Page 22 of 74 Page 23 of 74 Page 24 of 74 Office of the Planner & Community Development Director W240N3065 Pewaukee Road Pewaukee, Wisconsin 53072 262.691.6007 fuchs@pewaukee.wi.us REPORT TO THE PLAN COMMISSION Meeting of October 15, 2026 Date: October 6, 2026 Project Name: Steiner Site & Building Plan Review Project Address/Tax Key No.: N15W24887 Bluemound Road / PWC 0951993001 Applicant: Matthew Steiner Property Owner: River Saige, LLC Current Zoning: M-2 Limited Industrial District 2050 Land Use Map Designation: Manufacturing/Fabrication/Warehousing Use of Surrounding Properties: Single-family residential to the north and industrial zoned properties to the south, east and west Project Description/Analysis The applicant filed a Site & Building Plan Review Application for a proposed commercial development located at N15W24887 Bluemound Road. This property is zoned M-2 Limited Industrial District, has an area of 2.244-acres, and contains an existing single-family home, two barns, a garage, and silo. The project consists of two phases. Phase 1 includes a new 9,856 square foot building and nine parking spaces for the property owner’s business, Rivers Rain Gutters, which will be subject to staff review and approval of a Business Plan of Operation Application. For the duration of Phase 1, the applicant has indicated they would like to keep and maintain the existing buildings onsite, including the single-family home, which is leased to a caretaker of the property. The only allowance for a residential use in the M-2 District is "[r]esidential quarters for the owner or hired caretaker provided that such quarters are in the principal building, not more than 750 square feet in area, no more than two bedrooms, and not for rent, lease or separate sale," which is allowed as a permitted accessory use. This is a detached two-story home, which is believed to be greater than 750 square feet in area. As such, the existing residential use is nonconforming and subject to Article 10 of the Zoning Code. Phase 2 is anticipated to raze these existing structures to allow for construction of a second commercial building and parking area on the property. This building will likely be leased to other businesses for storage purposes. Phase 2 will be subject to a separate Site & Building Plan Review Application. Page 25 of 74 Planner & Community Development Director Nick Fuchs Furthermore, future uses, or any other proposed use, will be required to apply for a Business Plan of Operation Application or a Conditional Use Permit depending on the allowance within the M-2 District. The M-2 District also allows M-1 District uses. This would potentially allow for outdoor storage “within an open area attractively and effectively visually screened from passerby, public streets, roads, or highways and adjacent uses and where the individual goods or materials are not reduced in size or basically changed in character.” Staff recommends that no outdoor storage shall be allowed without Plan Commission approval of a screening and landscaping plan that demonstrates the storage area will not be visible from the public right-of-way or adjacent properties. Site Plan Staff finds that the proposed site plan conforms to M-2 District development standards as well as the City’s minimum 40% greenspace requirement at full buildout. It should be noted that the setbacks are based on eliminating a potential public right-of-way. CSM No. 8352 shows a future road, which is illustrated on the applicant's Plat of Survey. This was shown as a "FUTURE RD" only, and not dedicated at the time of the CSM. Staff does not anticipated this road being needed or improved in the future. As such, staff does not object to eliminating that designation on the applicant's Site Plan. Parking onsite is minimal, however, the buildings are anticipated to be primarily used for storage and contractor shops, which may not have a significant parking demand. The Zoning Code suggests a minimum of one parking space for each two employees in 12-hour period for manufacturing and processing plants (including meat and food processing plants, laboratories, and warehouses). Staff reviewed other parking ratios for warehousing and contractor shops. These ratios range anywhere from 1 to 4 parking spaces per 1,000 square feet of floor area. For a 9,856 square foot building, that would require between 10 to 40 parking spaces. Staff does not object to the proposed parking within Phase 1 considering this building is primarily for the property owner's business and known parking needs. Parking should be re-examined with Phase 2 and as businesses locate within the buildings. The Landscape Plan illustrates approximately 40 new trees while also maintaining the existing treed area along Bluemound Road and on the east side of the parcel. Staff recommends that a revised landscape plan be submitted, for City Planner review and approval, that includes foundation and interior plantings and trash enclosure screening in addition to the 40 trees around the perimeter of the site. Furthermore, the landscape plan shall identify each individual planting type and size. The lighting plan consists of only building mounted light fixtures. These appear to be low level lighting. Considering there are single family uses across the street, staff reommends that lighting be shielded in a manner to prevent glare onto adjacent properties, including those on the opposite side of Bluemound Road. Page 26 of 74 Planner & Community Development Director Nick Fuchs The primary building materials are LP Smart Siding and a metal roof. The building includes windows along the top of the building along all elevations. The building contains four overhead doors per the architectural elevation (six overhead doors are shown on the rendering). Staff suggests the Plan Commission consider other potential accents and architectural features such as, awnings, a masonry foundation material, or pilasters between the overhead doors. Additionally, staff recommends:  Trash enclosure materials shall be consistent with that of the principal building. Details of the enclosure shall be provided for City Planner review and approval prior to issuance of a Building Permit.  All rooftop and ground mechanical equipment shall be screened from view from public rights-of-way.  Final Engineering Department review and approval of grading, erosion control, utilities, and storm water management plans shall be obtained prior to any land disturbing activities. Recommendation Staff recommends approval of the Site & Building Plan Review Application for development of Phase 1 for property located at N15W24887 Bluemound Road, subject to the conditions listed within this report. Page 27 of 74 Project Narrative Applicant: Rivers Rain Gutters LLC Project Location: N15W24887 Bluemound Rd, Pewaukee, WI 53072 Tax Parcel Number: PWC 0951993001 Current Zoning District: M-2 (Limited Industrial District) Submitted To: City of Pewaukee Plan Commission Executive Summary & Request This application requests Site and Building Plan Approval for the construction of two light industrial/flex buildings totaling 19,712 square feet (9,856 square feet per building) at N15W24887 Bluemound Rd. The subject property is located within the M-2 (Limited Industrial) zoning district, which explicitly permits contractor offices, shops, and storage yards. The master plan will be executed in two distinct phases to manage site preparation and construction efficiently. The primary facility will house the operations of Rivers Rain Gutters LLC, a local seamless rain gutter installation and manufacturing business. To maximize space efficiency and satisfy a documented community need, the second structure will be partitioned into high-quality indoor storage sections for local trade contractors. This development represents a substantial estimated project value of $1,500,000 and will significantly improve the site utility along the Bluemound Road corridor. Phasing & Site Demolition Plan To ensure an organized development rollout, the project will follow a strategic two-phase timeline:  Phase 1 (Primary Facility): Construction will begin on the first 9,856 sq. ft. building to establish operations for Rivers Rain Gutters LLC. Existing site elements will be integrated or protected as needed during this initial construction period.  Phase 2 (Flex Facility): Prior to breaking ground on the second 9,856 sq. ft. building, all existing structural assets currently on the property will be professionally demolished and removed from the site. This sequence allows the business to remain operational during transitions and ensures a clean, cohesive final layout that adheres fully to modern city standards. Business & Operational Information The operations are designed around low-intensity industrial storage and assembly, matching the performance standards of the M-2 district.  Rain Gutter Business Headquarters (Phase 1): Building 1 will serve as the central hub for Rivers Rain Gutters LLC. Activities include the indoor staging of aluminum/copper coils, downspout inventory, and transport vehicles. A small portion will feature specialized roll-forming machinery to pre-fabricate gutters Page 28 of 74 before field deployment.  Contractor Storage Sections (Phase 2): Building 2 spaces will be divided into micro-bays ranging from 1,500 to 3,000 square feet. These units will be leased to licensed area tradesmen (e.g., electricians, HVAC technicians, plumbers) strictly for the indoor storage of tools, equipment, materials, and work vans. No retail operations, public storefronts, or manufacturing will occur within these tenant spaces.  Hours of Operation: Standard business hours will run Monday through Friday from 7:00 AM to 5:00 PM, with limited Saturday morning activity (7:00 AM to 12:00 PM) for field crews loading vehicles.  Employee Count & Traffic: Rivers Rain Gutters LLC employs 1 on-site office staff member and 8 field crew members. The crew members arrive briefly in the morning to load vehicles, exit the site early for field installations, and return in the late afternoon. This operational model minimizes active on-site presence during core business hours. Contractor tenant traffic will similarly be low-velocity and non-simultaneous, ensuring negligible impact on Bluemound Road traffic. Site & Building Improvements The architecture and site layout have been systematically planned to meet Pewaukee's design guidelines while emphasizing clean visual continuity next to neighboring industrial assets like Harken, Inc.  Building Design: Both 9,856 sq. ft. structures will meet high-quality commercial architectural standards. The structures will feature durable wood frame construction wrapped in LP Smart Siding. This material palette provides an attractive, professional finish that elevates the visual profile of the Bluemound Road corridor.  Access, Parking, & Loading: All vehicle parking and loading zones are positioned safely off the right-of-way. The design incorporates grade-level overhead doors for indoor loading, completely eliminating outside storage. Spaces are allocated to comfortably accommodate utility vans and localized gutter trailers.  Utilities & Stormwater: The facility will tie into the City of Pewaukee's municipal utility extensions running along Bluemound Road. A fully engineered stormwater management and retention system will be detailed in the accompanying engineered site plans to ensure localized drainage matches post-development standards.  Landscaping & Screening: A meticulous landscape buffer will be established to enhance the property's aesthetics and respect the streetscape. Specifically, evergreen Arborvitae trees will be planted strategically along Bluemound Road to break up the building massing, provide year-round green screening, and maintain a highly professional appearance from the public right-of-way. Tentative Development Schedule Phase 1 Groundbreaking & Utility Tie-ins: March 2027 Phase 1 Building Completion & Occupancy: May 2027 Demolition of Existing Structures & Phase 2 Groundbreaking: October 2027 (or sooner) Phase 2 Project Completion: March 2028 Page 29 of 74 883882881880880881882883884884883882881880880 881 881 880879878877876875874874875876877 875874873873874875876877878 875874873872871871872873874875876877878879880881882881880881882883884884883882881882 EMGM EM IP FND0.16' NW'LY0.14' NE'LY IP FND0.08' SE'LY IP FND0.08' W IP FND0.04' WIP FND0.03' NE'LY0.03' NIP FND0.07' NE'LY0.07' NN89° 59' 49"W N00° 00' 11"EA=144.68' N41° 40' 04"E S48° 19' 56"E 100.00' 515.66' 500.81' 132.49' N20° 02' 05"W3.56' R=198.95'B=N20°50'08"ECHD=141.51' 45' BUILDING SETBACK 25' BUILDING SETBACK 100.00' 150.00' N41° 40' 04"E 50.00' 25.53'31.75' 59.26' 74.01' 13.55'30.55'11.67'9.53'8.16'9.53'4.79'30.49'5.91'5.04'1.65'1 12 STORY STONE ANDFRAME RESIDENCE#N15W24887 SHEDBARN BARN 46.33'24.33'40.37'26.28'20.09'19.88' SILOEX ASPHALT DRIVEWAYCONCRETE PADEDGE OF PAVEMENTEDGE OF GRAVEL EXISTING BUILDINGASPHALT DRIVEWAYASPHALT DRIVEWAY16.22' 15.16' DECK FUTURE ROAD(PER CSM 8352)33.00'33.00' BLUEMOUND ROAD (CTH "JJ") (100' R.O.W.) VISION TRIANGLE(PER CSM 8352) LOT 1CSM 835297,729.20 SF2.244 AC LOT 2CSM 8352 LOT 2CSM 8352 UNPLATTED LAND 50.00' S48° 19' 56"E14.34'N41° 40' 04"E 129.70' S41° 40' 04"W 50.00' 25' BUILDING SETBACK(PER CITY) 60.00'176.00' 176.00' 60.00' 155.95' E 169.67' E 185.42' SE3'x6'8" DOOR(TYP.) 8" SAN CLEANOUT 8" SAN CLEANOUT 6" SAN CLEANOUT 26.00' 50.97' 26.00' 85.50'122.07' 26.00' 26.00'71.34' EXISTING RESIDENCE ANDASSOCIATED OUT BUILDINGS TO BEREMOVED AT THE START OF PHASE 2CONSTRUCTION. FUTURE ROADTO BE REMOVED 39.92' 20.00'9.00'24.00' 20.00'9.00'24.00' PROPOSEDREFUSEAREA PROPOSEDSTORMWATERDETENTIONEASEMENTS41° 40' 04"W 61.76'S48° 19' 56"E 39.56'S65° 36' 37"E 35.16'N89° 49' 59"E 23.03'N44° 41' 39"E 36.01'N48° 19' 56"W 92.19' PROPOSED BUILDING(PHASE 1) PROPOSED PARKING 9 SP(PHASE 1) PROPOSED BUILDING(PHASE 2) DETENTION BASIN AREA PROPOSED PARKING 16 SP(PHASE 2) DRAFT FILE NAME: S:\projects\26-10186 Matt Steiner Bluemound\DWG\26-10186 R2.dwg 030'SCALE IN FEET LOT 1 OF CERTIFIED SURVEY MAP NO. 8352, RECORDED ON SEPTEMBER 8, 1997 IN VOLUME 73 OF CERTIFIED SURVEY MAPS ON PAGES 117 TO 120, AS DOCUMENT NO. 2243090, BEING A PART OF THE NORTHWEST ¼ AND THE SOUTHWEST ¼ OF SECTION 22,TOWNSHIP 7 NORTH, RANGE 19 EAST, CITY OF PEWAUKEE, WAUKESHA COUNTY, WISCONSIN.PROPOSED SITE PLAN SHEET: 1 OF 1 JAHNKE & JAHNKEASSOCIATES, LLC.ENGINEERS● PLANNERS● SURVEYORSCONNECT► EMPOWER►DESIGNWWW.JAHNKEANDJAHNKE.COM524 BLUEMOUND ROAD, WAUKESHA, WI 53188PHONE: (262) 542-5797, EMAIL: SURVEY@JAHNKEANDJAHNKE.COMCHECKED BY: MRDRAWN BY: JBJOB NO.: 26-10186REVISIONSDATEDESCRIPTIONBYCLIENTPROJECTMATT STEINER301 SAND HILL LANE,DOUSMAN, WI 53118 CLO CATCH BASIN SQUARE CLEANOUTPOWER POLE GUY WIREOVERHEAD WIRESOHOHBUREAU OF ELECTRICAL SERVICESBESFENCE LINEXXCOMMUNICATIONSCOMCOM CHISELED CROSS FOUNDSTSTORM MANHOLECATCH BASIN ROUNDFIRE HYDRANTGAS VALVE MAILBOXTELEPHONE MANHOLE TELEPHONE LINETTGAS LINEGG SANITARY MANHOLE IRON ROD FOUND UNKNOWN MANHOLECOMBINED SEWER MANHOLEELECTRIC MANHOLELIGHT POLESIGN IRON PIPE SET WATER VALVEFIBER OPTICSFIBFIBWATER MAINWW AIRGMEM SS GAS METER SANITARY SEWER (SAN) AIR CONDITIONERELECTRIC METERELECTRIC PEDESTALTELEPHONE PEDESTAL )))))))))))))TREE LINE IRON PIPE FOUND UNDERGROUNDCOMBUSTIBLE GASLINESTSTSTORM SEWER (STO) SECTION CORNER MONUMENT ELECTRIC TRANSFORMER COPYRIGHT NOTICETHIS DRAWING IS THE PROPERTY OF JAHNKE ANDJAHNKE ASSOCIATES, LLC AND IS NOT TO BE USEDFOR ANY PURPOSE OTHER THAN THE SPECIFICPROJECT AND SITE NAMED HEREIN AND CANNOT BEREPRODUCED IN ANY MANNER WITHOUT THEEXPRESSED WRITTEN PERMISSION FROM JAHNKEAND JAHNKE ASSOCIATES, LLC.COPYRIGHT 2026 JAHNKE AND JAHNKEASSOCIATES, LLC - ALL RIGHTS RESERVED. N15W24887 BLUEMOUND ROADWAUKESHA, WI 53188 ABBREVIATIONS:12.23'= MEASURED DISTANCE(12.23')= RECORD/DEED DISTANCEA= ARC OF CURVEAC.= ACRESASPH= ASPHALTB= BEARINGBM= BENCHMARKCALC.= CALCULATED DISTANCECONC.= CONCRETECH.= CHORD LENGTHCOR= CORNERCSM= CERTIFIED SURVEY MAPC.T.H.= COUNTY TRUNK HIGHWAYD= DELTADEG= DEGREE OF CURVEE= EASTE'LY= EASTERLYEL.= ELEVATIONEX.= EXISTINGEXC.= EXCEPTIONFFE= FINISH FLOOR ELEVATIONFNC= FENCEFND= FOUNDGFE= GARAGE FLOOR ELEVATIONGND= GROUNDINV. = INVERTIP= IRON PIPEIRD= IRON RODNAD= NORTH AMERICAN DATUMNAVD= NORTH AMERICAN VERTICAL DATUMN= NORTHN'LY= NORTHERLYNE= NORTHEASTNE'LY= NORTHEASTERLYNO. = NUMBERNW= NORTHWESTNW'LY= NORTHWESTERLYPG. = PAGEQTR= QUARTERR= RADIUSREC= RECORDEDRET= RETAINING WALLR.O.W.= RIGHT OF WAYS= SOUTHS'LY= SOUTHERLYSE= SOUTHEASTSE'LY= SOUTHEASTERLYS.T.H.= STATE TRUNK HIGHWAYSW= SOUTHWESTSW'LY= SOUTHWESTERLYSUR= SURVEYEDU.S.H.= UNITED STATES HIGHWAYVAR= VARIESW= WESTW'LY= WESTERLY N00° 57' 17"W 936.88' N89° 24' 43"E 868.86' WEST LINE OF THE SW 1/4 OF SECTION 22-7-19(S01° 12' 19"W 2645.49' SEWRPC)N01° 12' 11"W 2645.51'1982.45'663.06' SURVEY NOTES:1.Date of the Survey field work: 03/05/20262.Building lines, easements and other restrictions not shown herein,should refer to deed, title policy and local zoning ordinances.3.All dimensions shown are in decimal feet, US survey units.4.Legal description was obtained from the client which may not becurrent, accurate or complete. Review legal description and recordmeasurements on this plat and at once report any apparent differenceto the surveyor.5.Utilities have not been certified, therefore the location and size of theunderground structures and utilities shown hereon have been locatedto a reasonable degree of accuracy, but Jahnke & Jahnke AssociatesLLC does not guarantee their exact location or the location of othersnot shown. Contact Diggers Hotline, Inc., Etc.6.Reference bearing is assumed unless noted. Bearing shown here arebased on the North American Datum of 1983 (NAD 83)(2011),Wisconsin State Plane Coordinate System South Zone. Elevations (ifany) shown are in relation to the North American Vertical Datum of1988 (NAVD 88).7.No measurements are to be assumed by scaling.8.Any comments, modifications, alterations and revisions to this Surveymust be brought to our attention within 30 days from date ofcompletion on this sheet.9.To insure legitimacy of this Plat of Survey, it must carry the EmbossedCorporate Seal of Jahnke & Jahnke Associates LLC.10.Per scope of this survey, not all improvements are shown. TO OBTAIN LOCATIONS OF PARTICIPANTSUNDERGROUND FACILITIES BEFORE YOUDIG IN WISCONSIN CALL DIGGERS HOTLINE811 OR 1-800-242-8511 TOLL FREEWIS STATUTE 182.0175(1974) REQUIRES MIN. 3WORK DAYS NOTICE BEFORE YOU EXCAVATEMILW. AREA 1-414-259-1181NOTE: The location and size of theunderground structures and utilities shownhereon have been located to a reasonabledegree of accuracy, but the Engineerand/or Surveyor does not guarantee theirexact location or the location of others notshown. Contact Diggers Hotline, Inc., Etc. LEGEND: THIS PROPERTY IS ZONED M-2 PER CITY OF PEWAUKEE ZONING MAP:·THERE SHALL BE A MINIMUM BUILDING (OR STREET) SETBACK OF 45FEET FROM THE RIGHT-OF-WAY OF ALL STREETS·THERE SHALL BE A MINIMUM SIDE YARD EQUAL TO THE REQUIREDSIDE YARD IN THE ADJACENT DISTRICT, BUT NOT LESS THAN 25FEET, AND BUILDINGS SHALL BE NO CLOSER THAN 50 FEET TOANOTHER BUILDING·THERE SHALL BE A REAR YARD OF NOT LESS THAN 25 FEET.·THERE SHALL BE ADEQUATE PAVED OFF-STREET PARKING SPACEPROVIDED FOR INTENDED USE OF THE PROPERTY AND NOON-STREET PARKING OR ON-STREET VEHICLE MANEUVERING WILLBE ALLOWED IN THE VICINITY OF THE PROPERTY.·THERE SHALL BE ADEQUATE PAVED OFF-STREET LOADING AREASTO ACCOMMODATE ALL NECESSARY LOADING OR UNLOADINGACTIVITIES ON THE PREMISES, AND NO LOADING DOCK OR AREASHALL BE LOCATED CLOSER THAN 100 FEET TO THE RIGHT-OF-WAYOF A PUBLIC ACCESS STREET.·THERE SHALL BE NO DRIVEWAY, PARKING OR LOADING AREA WITHIN15 FEET OF AN ADJACENT PROPERTY OR WITHIN 25 FEET OF ASTREET RIGHT-OF-WAY. DATE: 03/10/2026 PROPOSED SITE PLAN M-2 ZONING CODE (CITY OF PEWAUKEE):1.Lots shall have a minimum area of two (2) acres. Current area is 2.244 acres.2.Parking and Loading Space2.1.There shall be adequate paved off-street parking space provided for intended use of the property and noon-street parking or on-street vehicle maneuvering will be allowed in the vicinity of the property. (seesubsection 17.0210 and section 17.0600). (9 Total proposed spaces for Phase 1 and 25 total proposedspaces for Phase 2)2.2.There shall be adequate paved off-street loading areas to accommodate all necessary loading orunloading activities on the premises, and no loading dock or area shall be located closer than 100 feetfrom the right-of-way of a public access street.2.3.All parking and loading areas shall be adequately screened as determined by the Plan Commission.2.4.There shall be no driveway, parking or loading area within 15 feet of an adjacent property or within 25 feetof a street right-of-way.3.Impervious Area3.1.The existing impervious area is 7,989.61 square feet (approximately 8.18% of the Lot area).3.2.The Phase 1 impervious area adds 19,910.51 square feet (approximately 20.37% of the Lot area) to theexisting impervious area. Total Phase 1 impervious area is 27,900.12 square feet (approximately 28.55%of the Lot area).3.3.The Phase 2 Impervious area is 38,213.09 square feet (approximately 39.10% of the Lot area).4.Building Height and Size4.1.No principal building or parts of a principal building shall exceed 35 feet in height.4.2.No accessory building shall exceed 18 feet in height. 1 1/2" BITUMINOUS SURFACE2 1/2" BINDER COURSE8" CRUSHED LIMESTONE BASEON COMPACTED BACKFILL.EXISTING BASE TO BE VERIFIEDPRIOR TO INSTALLATION OFASPHALT.STANDARD ASPHALT PAVING DETAIL(NOT TO SCALE) Page 30 of 74 883882881880880881882883884884883882881880880 881 881 880879878877876875874874875876877 875874873873874875876877878 875874873872871871872873874875876877878879880881882881880881882883884884883882881882 EMGM EM IP FND0.16' NW'LY0.14' NE'LY IP FND0.08' SE'LY IP FND0.08' W IP FND0.04' WIP FND0.03' NE'LY0.03' NIP FND0.07' NE'LY0.07' NN89° 59' 49"W N00° 00' 11"EA=144.68' N41° 40' 04"E S48° 19' 56"E 100.00' 515.66' 500.81' 132.49' N20° 02' 05"W3.56' R=198.95'B=N20°50'08"ECHD=141.51' 45' BUILDING SETBACK 25' BUILDING SETBACK 100.00' 150.00' N41° 40' 04"E 50.00' 25.53'31.75' 59.26' 74.01' 13.55'30.55'11.67'9.53'8.16'9.53'4.79'30.49'5.91'5.04'1.65'1 12 STORY STONE ANDFRAME RESIDENCE#N15W24887 SHEDBARN BARN 46.33'24.33'40.37'26.28'20.09'19.88' SILOEX ASPHALT DRIVEWAYCONCRETE PADEDGE OF PAVEMENTEDGE OF GRAVEL EXISTING BUILDINGASPHALT DRIVEWAYASPHALT DRIVEWAY16.22' 15.16' DECK FUTURE ROAD(PER CSM 8352)33.00'33.00' BLUEMOUND ROAD (CTH "JJ") (100' R.O.W.) VISION TRIANGLE(PER CSM 8352) LOT 1CSM 835297,729.20 SF2.244 AC LOT 2CSM 8352 LOT 2CSM 8352 UNPLATTED LAND 50.00' S48° 19' 56"E14.34'N41° 40' 04"E 129.70' S41° 40' 04"W 50.00' 25' BUILDING SETBACK(PER CITY)155.95' E 169.67' E 185.42' SE 8" SAN CLEANOUT 8" SAN CLEANOUT 6" SAN CLEANOUT FUTURE ROADTO BE REMOVED TO OBTAIN LOCATIONS OF PARTICIPANTSUNDERGROUND FACILITIES BEFORE YOUDIG IN WISCONSIN CALL DIGGERS HOTLINE811 OR 1-800-242-8511 TOLL FREEWIS STATUTE 182.0175(1974) REQUIRES MIN. 3WORK DAYS NOTICE BEFORE YOU EXCAVATEMILW. AREA 1-414-259-1181NOTE: The location and size of theunderground structures and utilities shownhereon have been located to a reasonabledegree of accuracy, but the Engineerand/or Surveyor does not guarantee theirexact location or the location of others notshown. Contact Diggers Hotline, Inc., Etc. LEGEND: FILE NAME: S:\projects\26-10186 Matt Steiner Bluemound\DWG\26-10186 R2.dwg 030'SCALE IN FEET LOT 1 OF CERTIFIED SURVEY MAP NO. 8352, RECORDED ON SEPTEMBER 8, 1997 IN VOLUME 73 OF CERTIFIED SURVEY MAPS ON PAGES 117 TO 120, AS DOCUMENT NO. 2243090, BEING A PART OF THE NORTHWEST ¼ AND THE SOUTHWEST ¼ OF SECTION 22,TOWNSHIP 7 NORTH, RANGE 19 EAST, CITY OF PEWAUKEE, WAUKESHA COUNTY, WISCONSIN.PLAT OF SURVEY SHEET: 1 OF 1 JAHNKE & JAHNKEASSOCIATES, LLC.ENGINEERS● PLANNERS● SURVEYORSCONNECT► EMPOWER►DESIGNWWW.JAHNKEANDJAHNKE.COM524 BLUEMOUND ROAD, WAUKESHA, WI 53188PHONE: (262) 542-5797, EMAIL: SURVEY@JAHNKEANDJAHNKE.COMCHECKED BY: MRDRAWN BY: JBJOB NO.: 26-10186REVISIONSDATEDESCRIPTIONBYCLIENTPROJECTMATT STEINER301 SAND HILL LANE,DOUSMAN, WI 53118 STATE OF WISCONSIN COUNTY OF WAUKESHAI CERTIFY, THAT THIS SURVEY WAS PREPARED UNDER MY SUPERVISION AND TO THEBEST OF MY PROFESSIONAL KNOWLEDGE AND BELIEF, PLAT HEREON DRAWN IS AREPRESENTATION OF SAME.DATED AT WAUKESHA, WISCONSIN THIS 6th DAY OF MARCH, 2026.BY:_________________________________________________________________________ MOHAMMAD I. RANJHA - WISCONSIN PROFESSIONAL LAND SURVEYOR NO. S-2126}SS. CLO CATCH BASIN SQUARE CLEANOUTPOWER POLE GUY WIREOVERHEAD WIRESOHOHBUREAU OF ELECTRICAL SERVICESBESFENCE LINEXXCOMMUNICATIONSCOMCOM CHISELED CROSS FOUNDSTSTORM MANHOLECATCH BASIN ROUNDFIRE HYDRANTGAS VALVE MAILBOXTELEPHONE MANHOLE TELEPHONE LINETTGAS LINEGG SANITARY MANHOLE IRON ROD FOUND UNKNOWN MANHOLECOMBINED SEWER MANHOLEELECTRIC MANHOLELIGHT POLESIGN IRON PIPE SET WATER VALVEFIBER OPTICSFIBFIBWATER MAINWW AIRGMEM SS GAS METER SANITARY SEWER (SAN) AIR CONDITIONERELECTRIC METERELECTRIC PEDESTALTELEPHONE PEDESTAL )))))))))))))TREE LINE IRON PIPE FOUND UNDERGROUNDCOMBUSTIBLE GASLINESTSTSTORM SEWER (STO) SECTION CORNER MONUMENT ELECTRIC TRANSFORMER COPYRIGHT NOTICETHIS DRAWING IS THE PROPERTY OF JAHNKE ANDJAHNKE ASSOCIATES, LLC AND IS NOT TO BE USEDFOR ANY PURPOSE OTHER THAN THE SPECIFICPROJECT AND SITE NAMED HEREIN AND CANNOT BEREPRODUCED IN ANY MANNER WITHOUT THEEXPRESSED WRITTEN PERMISSION FROM JAHNKEAND JAHNKE ASSOCIATES, LLC.COPYRIGHT 2026 JAHNKE AND JAHNKEASSOCIATES, LLC - ALL RIGHTS RESERVED. N15W24887 BLUEMOUND ROADWAUKESHA, WI 53188 DRAFTABBREVIATIONS:12.23'= MEASURED DISTANCE(12.23')= RECORD/DEED DISTANCEA= ARC OF CURVEAC.= ACRESASPH= ASPHALTB= BEARINGBM= BENCHMARKCALC.= CALCULATED DISTANCECONC.= CONCRETECH.= CHORD LENGTHCOR= CORNERCSM= CERTIFIED SURVEY MAPC.T.H.= COUNTY TRUNK HIGHWAYD= DELTADEG= DEGREE OF CURVEE= EASTE'LY= EASTERLYEL.= ELEVATIONEX.= EXISTINGEXC.= EXCEPTIONFFE= FINISH FLOOR ELEVATIONFNC= FENCEFND= FOUNDGFE= GARAGE FLOOR ELEVATIONGND= GROUNDINV. = INVERTIP= IRON PIPEIRD= IRON RODNAD= NORTH AMERICAN DATUMNAVD= NORTH AMERICAN VERTICAL DATUMN= NORTHN'LY= NORTHERLYNE= NORTHEASTNE'LY= NORTHEASTERLYNO. = NUMBERNW= NORTHWESTNW'LY= NORTHWESTERLYPG. = PAGEQTR= QUARTERR= RADIUSREC= RECORDEDRET= RETAINING WALLR.O.W.= RIGHT OF WAYS= SOUTHS'LY= SOUTHERLYSE= SOUTHEASTSE'LY= SOUTHEASTERLYS.T.H.= STATE TRUNK HIGHWAYSW= SOUTHWESTSW'LY= SOUTHWESTERLYSUR= SURVEYEDU.S.H.= UNITED STATES HIGHWAYVAR= VARIESW= WESTW'LY= WESTERLY N00° 57' 17"W 936.88' N89° 24' 43"E 868.86' WEST LINE OF THE SW 1/4 OF SECTION 22-7-19(S01° 12' 19"W 2645.49' SEWRPC)N01° 12' 11"W 2645.51'1982.45'663.06' SURVEY NOTES:1.Date of the Survey field work: 03/05/20262.Building lines, easements and other restrictions not shown herein,should refer to deed, title policy and local zoning ordinances.3.All dimensions shown are in decimal feet, US survey units.4.Legal description was obtained from the client which may not becurrent, accurate or complete. Review legal description and recordmeasurements on this plat and at once report any apparent differenceto the surveyor.5.Utilities have not been certified, therefore the location and size of theunderground structures and utilities shown hereon have been locatedto a reasonable degree of accuracy, but Jahnke & Jahnke AssociatesLLC does not guarantee their exact location or the location of othersnot shown. Contact Diggers Hotline, Inc., Etc.6.Reference bearing is assumed unless noted. Bearing shown here arebased on the North American Datum of 1983 (NAD 83)(2011),Wisconsin State Plane Coordinate System South Zone. Elevations (ifany) shown are in relation to the North American Vertical Datum of1988 (NAVD 88).7.No measurements are to be assumed by scaling.8.Any comments, modifications, alterations and revisions to this Surveymust be brought to our attention within 30 days from date ofcompletion on this sheet.9.To insure legitimacy of this Plat of Survey, it must carry the EmbossedCorporate Seal of Jahnke & Jahnke Associates LLC.10.Per scope of this survey, not all improvements are shown. THIS PROPERTY IS ZONED M-2 PER CITY OF PEWAUKEE ZONING MAP:·THERE SHALL BE A MINIMUM BUILDING (OR STREET) SETBACK OF 45FEET FROM THE RIGHT-OF-WAY OF ALL STREETS·THERE SHALL BE A MINIMUM SIDE YARD EQUAL TO THE REQUIREDSIDE YARD IN THE ADJACENT DISTRICT, BUT NOT LESS THAN 25FEET, AND BUILDINGS SHALL BE NO CLOSER THAN 50 FEET TOANOTHER BUILDING·THERE SHALL BE A REAR YARD OF NOT LESS THAN 25 FEET.·THERE SHALL BE ADEQUATE PAVED OFF-STREET PARKING SPACEPROVIDED FOR INTENDED USE OF THE PROPERTY AND NOON-STREET PARKING OR ON-STREET VEHICLE MANEUVERING WILLBE ALLOWED IN THE VICINITY OF THE PROPERTY.·THERE SHALL BE ADEQUATE PAVED OFF-STREET LOADING AREASTO ACCOMMODATE ALL NECESSARY LOADING OR UNLOADINGACTIVITIES ON THE PREMISES, AND NO LOADING DOCK OR AREASHALL BE LOCATED CLOSER THAN 100 FEET TO THE RIGHT-OF-WAYOF A PUBLIC ACCESS STREET.·THERE SHALL BE NO DRIVEWAY, PARKING OR LOADING AREA WITHIN15 FEET OF AN ADJACENT PROPERTY OR WITHIN 25 FEET OF ASTREET RIGHT-OF-WAY. DATE: 03/10/2026 Page 31 of 74 0 25 50 75 100 125 150 175 Length (Feet) 10 0 10 20 30 40 50 60 70 Width (Feet) 176' Total Length 56' Width Office 10'x12' Bath Bay 1 (Clear: 87.66') Bay 2 (28.66') Bay 3 (28.66') Bay 4 (29.66') 88' 117' 146' 2D Floor Plan Blueprint (56' x 176') Page 32 of 74 Page 33 of 74 Avery LED Outdoor Sconce AVRW Series Features Modern design. Provides lighting in residential, commercial, and hospitality applications. Fixture mounts to standard junction box (not included). Construction Aluminum housing. Standard mounting holes and hardware are included. Power supply connections must be made inside a junction box (not included). Finish Black powder coated finish. Diffuser White acrylic. Electrical Input 120-277 VAC 60 HZ. 0-10V dimming (120-277V), TRIAC (120V). Minimum starting temp -4° F / -20°C Lamping Fixture includes a LED modules capable of producing: 20W = 1280 delivered lumens 25W = 1440 delivered lumens Adjustable 2700K, 3000K, 3500K, 4000K, 5000K (CCT). Rated for 50,000 Hrs. 90 CRI. Certification All fixtures are cETLus listed for wet locations. Title 24/JA8 Compliant Warranty 5 Year Limited Warranty: Restrictions apply based on location. Specifications and dimensions subject to change without notice. 2345 N. Ernie Krueger Circle • Waukegan, IL. 60087 • P: 847.249.5970 • F: 847.249.2618 • AFXinc.com R0/25 DATE LOCATION PREPARED BY COMMENTS CATALOG NUMBER QUANTITY FIXTURE TYPE Ordering Information: Black LED Adjustable CCT H W D AVRW0717LAJUDBK 20W 2700K/3000K/3500K/4000K/5000K 19" 7" 7" AVRW0727LAJUDBK 25W 2700K/3000K/3500K/4000K/5000K 24" 7" 7" Lumens 1280 1440 Delivered ADLF LENF OTVF ADLF OTVF L L ADLF LENF OTVF ADLF OTVF L L ADLF LENF OTVF ADLF OTVF L L ADLF LENF OTVF RWNS ADLF LENF OTVF L L ADLF LENF OTVF RWNS ADLF LENF OTVF L L ADLF GYLS LENF OTVF RWNS RYDV L Emergency Back-Up (Optional ‘-BB’) • 90 minute run-time • 9.6VDC LiFePO4 battery • 8 watts AVRW0727LAJUDBK-BB 25W 2700K/3000K/3500K/4000K/5000K 24" 7" 7" 1440 AVRW0717LAJUDBK-BB 20W 2700K/3000K/3500K/4000K/5000K 19" 7" 7"1280 Page 34 of 74 Page 35 of 74 Page 36 of 74 Page 37 of 74 Page 38 of 74 Office of the Planner & Community Development Director W240N3065 Pewaukee Road Pewaukee, Wisconsin 53072 262.691.6007 fuchs@pewaukee.wi.us REPORT TO THE PLAN COMMISSION Meeting of October 15, 2026 Date: October 5, 2026 Project Name: The Florence Collective Conditional Use Permit Application Project Address/Tax Key No.: Not Assigned/PWC 0958986009 Applicant: Keith Barnes, KCB Architects Property Owner: KW Office LLC Current Zoning: B-6 Mixed-Use Business District 2050 Land Use Map Designation: Office Commercial Use of Surrounding Properties: Industrial to the north and east, B-6 District zoned property to the south, and HWY F and the Waukesha Gun Club to the west Project Description/Analysis The applicant filed a Conditional Use Permit Application for property located at the northeast corner of Nancys Court and Redford Boulevard (HWY F). The property has an area of approximately 2.235 acres and is currently vacant. The applicant is proposing to construct a two-story salon and wellness facility. The building is anticipated to include 46 suites for rent to individual businesses. Hours of operations are expected to be between 8:00 a.m. to 8:00 p.m. for client/customer appointments. Business owners would have access to the business at any time. The applicant has provided a project narrative that describes the proposal and lists anticipated uses. The property is zoned B-6 District, which generally allows B-4 and B-5 permitted and conditional uses. Salon and wellness type uses are not specifically listed within any of these districts; however, Section 340-4.22C.(2) of the B-6 District allows, as a conditional use, any retail, service or office use that is compatible with those uses listed within the district as determined by the Plan Commission. Attached are the B-4, B-5 and B-6 districts for Plan Commission review of allowed uses. The City's conditional use regulations allow for the approval of uses within the Conditional Use Permit. Following conditional use approval, it is up to the discretion of the Zoning Administrator if uses match, or are similar to, those listed on the conditional use permit. See below. Section 340-7.1 The City Common Council may authorize the City Planner or Zoning Administrator to issue a conditional use permit for conditional uses after review and a public hearing, provided that such conditional uses and related structures are in accordance with the purpose and intent of this Page 39 of 74 Planner & Community Development Director Nick Fuchs chapter and are found to be not hazardous, harmful, offensive, or otherwise adverse to the environment or the value of the neighborhood or the community. Conditional uses are listed in the regulations of each zoning district as set forth in Article 4 of this chapter. Section 340-7.4B. Uses proposed to be located in a Plan Commission approved multi-tenant building that are included on a list of uses for that building previously given "blanket" approval by the Common Council following a conditional use hearing may not require individual conditional use permits but only approval of a business plan of operation as set forth herein. Non-conditional use status of such uses shall be determined by the City Planner or the Plan Commission. Note that the applicant is requesting approval of the Conditional Use Permit first and then, if approved, will submit a Site & Building Plan Review application for the development. Preliminary site and building plans are attached. Recommendation Staff recommends approval of the Conditional Use Permit for the Florence Collective for property bearing Tax Key No. 0958986009. subject to the following conditions: 1. The following uses shall be allowed with the approval of a Business Plan of Operation Application by the Zoning Administrator. The Business Plan of Operation shall be obtained prior to the commencement of use. Uses not substantially similar to these approved uses shall be subject to review by the Zoning Administrator/City Planner and may require separate Plan Commission or Conditional Use approval.  Cosmetologist s, hairstylists and barbers  Estheticians/advanced estheticians  Nail technicians  Lash and brow artists  Makeup artists  Massage therapists/ bodywork practitioners  Licensed medical aesthetic/ wellness providers and injectors  Permanent makeup/cosmetic tattoo/microblading artists  Tattoo/piercing professionals  Waxing/sugaring specialists  Spray/sunless tanning  Skincare/ facial specialists  Med-spa and non-invasive aesthetic services, including laser/light-based treatments and body contouring  Nutritionists/dietitians and wellness consultants  Physical/occupational therapists, chiropractors and acupuncturists  Mental-health/counseling professionals  Health/lifestyle/wellness coaches  Bridal/beauty services  Studios for photography, painting, music, sculpture, dance, or other recognized fine art  Beauty/wellness education and small-group professional training Page 40 of 74 Planner & Community Development Director Nick Fuchs  Boutique/incidental retail  Other substantially similar or compatible personal-care, beauty, health, aesthetic and wellness uses as determined appropriate by the Zoning Administrator 2. The detached accessory structure shall be allowed for storage purposes only. No independent business activity shall occur within this building. 3. No outdoor storage of equipment, materials, refuse or business-related items shall be allowed onsite. 4. This Conditional Use approval shall be valid only if the conditional use is recorded by the County Register of Deeds, a building permit is obtained within one year from the date of this approval. The use or operation shall be commenced within six months following completion of the building. Note the Plan Commission may consider restricting hours of operations if there are potential concerns. For example, business operations could be limited between 7:00 a.m. and 9:00 p.m. with tenant access only outside of these hours. Page 41 of 74 Page 42 of 74 Page 43 of 74 KCB Architects 400 E. Wisconsin Ave, #205 Milwaukee, WI 53202 P: 414-261-8956 www.kcb-architects.com Page 1 of 2 October 1, 2026 Petition for Conditional Use New Florence Collective Salon Suites Building - Pewaukee Tax Key #: PWC 0958986009 Project Narrative The Florence Collective is a salon suite and professional wellness facility designed to provide private, individual spaces for independent beauty, personal care, and wellness professionals. Each suite is leased to an independent professional who operates their own business within the building. Tenants may include; • Cosmetologists, hairstylists and barbers • Estheticians/advanced estheticians • Nail technicians • Lash and brow artists • Makeup artists • Massage therapists/bodywork practitioners • Licensed medical aesthetic/wellness providers and injectors • Permanent makeup/cosmetic tattoo/microblading artists • Tattoo/piercing professionals • Waxing/sugaring specialists • Spray/sunless tanning • Skincare/facial specialists • Med-spa and non-invasive aesthetic services, including laser/light-based treatments and body contouring • Nutritionists/dietitians and wellness consultants • Physical/occupational therapists, chiropractors and acupuncturists • Mental-health/counseling professionals • Health/lifestyle/wellness coaches • Bridal/beauty services • Studios for photography, painting, music, sculpture, dance, or other recognized fine art • Beauty/wellness education and small-group professional training • Boutique/incidental retail • Other substantially similar or compatible personal-care, beauty, health, aesthetic and wellness uses as determined by the Zoning Administrator Page 44 of 74 KCB Architects 400 E. Wisconsin Ave, #205 Milwaukee, WI 53202 P: 414-261-8956 www.kcb-architects.com Page 2 of 2 *Services are primarily provided by appointment, with each professional maintaining their own individual schedule. Because of this model, customer traffic is spread throughout the day rather than concentrated around traditional opening, closing, or shift-change times. Building Hours & Access: The building's regular public hours will be 8:00 AM to 8:00 PM, seven days per week. During these hours, the main entrances will be open for tenants and their scheduled clients. After 8:00 PM and before 8:00 AM, exterior doors will remain locked and the building will only be accessible through secured access provided to authorized tenants. This allows tenants who choose to work outside of regular building hours to have 24/7 access while keeping the building secured to the general public. Customer appointments are expected to occur primarily during normal daytime and evening hours. Any appointments outside of regular building hours would be limited and would require the tenant to provide their client access to the secured building. The property will provide on-site parking for tenants and their customers. All business activities will take place indoors. The use is not expected to generate significant noise, outdoor storage, truck traffic, or other impacts associated with more intensive commercial uses. The Florence Collective will maintain and manage the building and common areas to provide a clean, professional, and well-maintained environment. Page 45 of 74 Page 46 of 74 Page 47 of 74 Page 48 of 74 Page 49 of 74 Page 50 of 74 Page 51 of 74 Conditional Use Permit – The Florence Collective Page 1 A COVENANT REGARDING THE ISSUANCE OF A CONDITIONAL USE PERMIT BY THE CITY OF PEWAUKEE TAX KEY NUMBER(S) CONDITIONAL USE OR PARCEL(S) INVOLVED: PERMIT: NO. CUP-26-10-1 __PWC 0958986009__ LEGAL DESCRIPTION: LOT 2 CERT SURV 8665 VOL 76/277 2.235 AC PT NW1/4 SEC 24 T7N R19E DOC# 3131899 PERSON(S), AGENT(S) OR CORPORATION(S) PETITIONING FOR PERMIT: The Florence Collective Recording area ________________________ Name & Return Address City of Pewaukee W240N3065 Pewaukee Rd Pewaukee, WI 53072 WHEREAS, It is understood by all parties to this covenant that Section 62.23 of WIS. Statutes prescribes the legal basis for the granting of a conditional use permit by a City and Chapter 17 of the City Codes and Ordinances provides for the issuance of such permits as well as the standards by which all such uses will be measured; and, WHEREAS, The City Plan Commission has held a meeting on October 15, 2026; has reviewed the various elements of the petitioner’s proposal; and has recommended that a Conditional Use Permit be granted to the above-named petitioner for the property/parcel identified above; and, WHEREAS, The City Common Council held a public hearing meeting on November 16, 2026. NOW, THEREFORE, let it be known that the City Common Council by its action on November 16, 2026 has, hereby, granted a Conditional Use Permit for the following use(s): Construct and operate a salon suite and professional wellness facility. FURTHER, such approved use of the above designated parcel(s) are hereby allowed based on the following conditions being continually met: 1. The following uses shall be allowed with the approval of a Business Plan of Operation Application Page 52 of 74 Conditional Use Permit – The Florence Collective Page 2 by the Zoning Administrator. The Business Plan of Operation shall be obtained prior to the commencement of use. Uses not substantially similar to these approved uses shall be subject to review by the Zoning Administrator/City Planner and may require separate Plan Commission or Conditional Use approval. • Cosmetologists, hairstylists and barbers • Estheticians/advanced estheticians • Nail technicians • Lash and brow artists • Makeup artists • Massage therapists/ bodywork practitioners • Licensed medical aesthetic/ wellness providers and injectors • Permanent makeup/cosmetic tattoo/microblading artists • Tattoo/piercing professionals • Waxing/sugaring specialists • Spray/sunless tanning • Skincare/ facial specialists • Med-spa and non-invasive aesthetic services, including laser/light-based treatments and body contouring • Nutritionists/dietitians and wellness consultants • Physical/occupational therapists, chiropractors and acupuncturists • Mental health/counseling professionals • Health/lifestyle/wellness coaches • Bridal/beauty services • Studios for photography, painting, music, sculpture, dance, or other recognized fine art • Beauty/wellness education and small-group professional training • Boutique/incidental retail • Other substantially similar or compatible personal-care, beauty, health, aesthetic and wellness uses as determined appropriate by the Zoning Administrator 2. The detached accessory structure shall be allowed for storage purposes only. No independent business activity shall occur within this building. 3. No outdoor storage of equipment, materials, refuse or business-related items shall be allowed onsite. 4. This Conditional Use approval shall be valid only if the conditional use is recorded by the County Register of Deeds, a building permit is obtained within one year from the date of this approval. The use or operation shall be commenced within six months following completion of the building. The parties hereto, namely the City of Pewaukee and the Equitable Owner of the property for which this conditional use has been sought, set their signatures or the signatures of their representatives below, thereby agreeing to the provisions and conditions set forth in this covenant. Attest: Signature of equitable owner Page 53 of 74 Conditional Use Permit – The Florence Collective Page 3 Date Kelly Tarczewski Steve Bierce City Clerk Mayor, City of Pewaukee Date State of Wisconsin County of Waukesha Signed or attested before me on ______________________, 2026 by Steve Bierce, Mayor and Kelly Tarczewski, Clerk. (Seal) Ami Hurd My Commission expires __________ This instrument was drafted by Ami Hurd, Deputy Clerk Page 54 of 74 Scale Date PROJECT: OWNER: PROJECT ADDRESS: Sheet No. Sheet Title: Drawing Issuance Schedule: Stamp: General Notes: All work shall be done in compliance with local codes, ordinances, rules and regulations. No work shall be started until plans have been approved by the building inspector and all other agencies having jurisdiction. KCB Architects 400 E. Wisconsin Ave. #205 Milwaukee, Wi 53202 (414) 261 -8956 admin@kcb -architects.com NOT FOR CONSTRUCTION 9/4/2026 6:23:36 PM A-101 COVER SHEET THE FLORENCE COLLECTIVE LLC PEWAUKEE SALON SUITES 09/04/2026 Pewaukee, WI 53186 No. Description Date 1 Conditional Use 09/04/2026 THE FLORENCE COLLECTIVE - SALON SUITES PEWAUKEE, WAUKESHA COUNTY, WISCONSIN AERIAL IMAGE 3D SITE AXON SHEET INDEX Sheet Number Sheet Name Current Revision Current Revision Date 0 GENERAL A-101 COVER SHEET 1 09/04/20 26 1 CIVIL C-102 SITE PLAN 2 ARCHITECTURAL A-103 FLOOR PLAN - BASEMEN T 1 09/04/20 26 A-104 FLOOR PLAN - 1ST FLOOR 1 09/04/20 26 A-105 FLOOR PLAN - 2ND FLOOR 1 09/04/20 26 A-106 BUILDING ELEVATIO NS 1 09/04/20 26 A-107 BUILDING ELEVATIO NS 1 09/04/20 26 A-108 ACCESSO RY BUILDING - UTILITY GARAGE 1 09/04/20 26 REDFORD BLVD PARCEL NANCY CT N 09/ /20 26 30 2 Page 55 of 74 TREE LINE TREE LINE TREE LINE WETLANDSDELINEATED BY KAPURON 8/07/2026 ASPHALTPARKING LOT ASPHALTPARKING LOT WETLANDSDELINEATED BY KAPURON 8/07/2026 PROPOSEDBUILDING BIO-RETENTION BASIN COUNTY HWY F NANCY COURT width varies 20' WEPCO EASEMENTDOC. 2536562 40' DRAINAGE EASEMENT CSM 8665 XXXX SALON SUITES PEWAUKEE PEWAUKEE,WI 53217 ScaleDate PROJECT: OWNER: PROJECT ADDRESS: Sheet No. Sheet Title: Drawing Issuance Schedule: Stamp: General Notes:All work shall be done in compliance with local codes,ordinances, rules and regulations.No work shall be started until plans have been approved bythe building inspector and all other agencies havingjurisdiction. KCB Architects400 E. Wisconsin Ave. #205Milwaukee, Wi 53202(414) 261-8956admin@kcb-architects.com NOT FORCONSTRUCTION 1" = 20'-0" No.DescriptionDate C102 SITE LAYOUT PLAN DIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com 09/ /2026 30 9/ No. Description Date 1 Conditional Use 09/04/2026 4/2026 6:23:36 PM 30 2 /30/2026 09 Conditional Use Page 56 of 74 122 SF MEP 73 SF LAUNDRY 86 SF STORAGE 261 SF QUIET SUITE 177 SF QUIET SUITE 177 SF QUIET SUITE 70 SF RECOVERY 167 SF QUIET SUITE 158 SF QUIET SUITE 205 SF QUIET SUITE 148 SF QUIET SUITE 146 SF QUIET SUITE 139 SF QUIET SUITE 70 SF RECOVERY 51 SF BATHROOM OVERALL SUITE TOTALS: 12 SINGLE SUITES 18 DOUBLE SUITES 7 TRIPLE SUITES 9 QUIET SUITES TOTAL: 46 SUITE TOTALS: 9 QUIET SUITES 2 RECOVERY ROOMS BASEMENT FLOOR: 3061 SQFT UP 108 SF EXIT STAIR 41 SF ELEV 50' - 9 3/8" 65' - 0" 1' - 4" 24' - 4" 25' - 1 3/8" 1' - 4" 21' - 0" 20' - 4" 21' - 0" 1' - 4" 5' - 0" 5' - 0" 5' - 0" 11' - 9" 1' - 3 1/4" 13' - 1 1/4" 4' - 0" 10' - 0" 6' - 6 1/2" 14' - 5" 5' - 0" 9' - 4 1/4" 11' - 8" 12' - 10" 11' - 2 1/2" 12' - 0" 11' - 2 1/4" 6' - 9" 10' - 3" 11' - 11 3/4" 8' - 5" 5' - 10 1/2" 5' - 10 1/2" 17' - 0 3/4" 5' - 0" 11' - 0" 14' - 2 1/2" 14' - 0" 6' - 10" 6' - 1 3/4" 2' - 4" 8" 8' - 0 1/4" UNEXCAVATED Scale Date PROJECT: OWNER: PROJECT ADDRESS: Sheet No. Sheet Title: Drawing Issuance Schedule: Stamp: General Notes: All work shall be done in compliance with local codes, ordinances, rules and regulations. No work shall be started until plans have been approved by the building inspector and all other agencies having jurisdiction. KCB Architects 400 E. Wisconsin Ave. #205 Milwaukee, Wi 53202 (414) 261 -8956 admin@kcb -architects.com NOT FOR CONSTRUCTION 3/16" = 1'-0" 9/4/2026 6:23:36 PM A-103 FLOOR PLAN - BASEMENT THE FLORENCE COLLECTIVE LLC PEWAUKEE SALON SUITES 09/04/2026 Pewaukee, WI 53186 1 BASEMENT N No. Description Date 1 Conditional Use 09/04/2026 Page 57 of 74 96 SF SHAMPOO BOWLS 68 SF MEP 73 SF LAUNDRY 51 SF BATHROOM 51 SF BATHROOM 86 SF STORAGE 65 SF PROCESSING 46 SF MAIL ROOM 173 SF BREAK 125 SF SINGLE SUITE 133 SF SINGLE SUITE 122 SF SINGLE SUITE 146 SF SINGLE SUITE 156 SF SINGLE SUITE 181 SF DOUBLE SUITE 190 SF DOUBLE SUITE 158 SF DOUBLE SUITE 170 SF DOUBLE SUITE 211 SF DOUBLE SUITE 188 SF DOUBLE SUITE 156 SF DOUBLE SUITE 307 SF TRIPLE SUITE 265 SF TRIPLE SUITE 261 SF CONFERENCE 414 SF OUTDOOR PATIO 159 SF LOBBY 363 SF EVENT A-107 2 152 SF SINGLE SUITE 177 SF DOUBLE SUITE OVERALL SUITE TOTALS: 12 SINGLE SUITES 18 DOUBLE SUITES 7 TRIPLE SUITES 9 QUIET SUITES TOTAL: 46 SUITE TOTALS: 6 SINGLE SUITES 9 DOUBLE SUITES 2 TRIPLE SUITES 1ST FLOOR: 6160 SQFT DN UP UP 108 SF EXIT STAIR 41 SF ELEV 1' - 4" 1' - 4" 21' - 0" 20' - 4" 22' - 4" 1' - 4" 1' - 4" 1' - 4" 24' - 4" 40' - 4" 37' - 4" 103' - 4" 69' - 0" 5' - 0" 5' - 0" 1' - 4" 13' - 0" 4' - 0" 10' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 6" 12' - 2" 12' - 7 3/4" 14' - 11 3/4" 12' - 9" 13' - 0 1/2" 22' - 2 3/4" 12' - 9 1/2" 13' - 10 1/2" 12' - 7" 11' - 11 1/2" 12' - 1 1/2" 12' - 9 1/2" 12' - 9" 14' - 11 3/4" 20' - 0 1/4" 9 1/2" 5' - 5" 8' - 9" 12' - 10 1/4" 13' - 0" 14' - 4" 15' - 8" 14' - 4 1/2" 15' - 8 1/2" 14' - 4" 13' - 0" 14' - 2 1/4" 3' - 7 1/4" 2' - 6" 2' - 8" 4' - 6" 5' - 0" 5' - 9" 8' - 1" 15' - 11" 28' - 0" 6' - 6 1/2" 10' - 3 1/4" 10' - 4 3/4" 7' - 3 1/4" 9" 8" 5' - 3 3/4" 3' - 4 1/2" 6' - 7 3/4" EQ EQ 24' - 0" 6' - 11 1/4" 10' - 3 1/4" 10' - 9 1/2" 15' - 0" 27' - 0" Scale Date PROJECT: OWNER: PROJECT ADDRESS: Sheet No. Sheet Title: Drawing Issuance Schedule: Stamp: General Notes: All work shall be done in compliance with local codes, ordinances, rules and regulations. No work shall be started until plans have been approved by the building inspector and all other agencies having jurisdiction. KCB Architects 400 E. Wisconsin Ave. #205 Milwaukee, Wi 53202 (414) 261 -8956 admin@kcb -architects.com NOT FOR CONSTRUCTION 3/16" = 1'-0" 9/4/2026 6:23:36 PM A-104 FLOOR PLAN - 1ST FLOOR THE FLORENCE COLLECTIVE LLC PEWAUKEE SALON SUITES 09/04/2026 Pewaukee, WI 53186 1 Level 1_NEW-WORK N No. Description Date 1 Conditional Use 09/04/2026 Page 58 of 74 156 SF SINGLE SUITE 307 SF TRIPLE SUITE 239 SF TRIPLE SUITE 170 SF SINGLE SUITE 201 SF DOUBLE SUITE 235 SF TRIPLE SUITE 212 SF TRIPLE SUITE 281 SF TRIPLE SUITE 172 SF SINGLE SUITE 157 SF DOUBLE SUITE 174 SF DOUBLE SUITE 179 SF DOUBLE SUITE 204 SF DOUBLE SUITE 177 SF DOUBLE SUITE 204 SF DOUBLE SUITE 137 SF SINGLE SUITE 177 SF DOUBLE SUITE 83 SF PROCESSING 75 SF MEP 73 SF LAUNDRY 86 SF STORAGE 127 SF SINGLE SUITE 127 SF SINGLE SUITE OPEN TO BELOW 51 SF BATHROOM A-106 1 A-106 2 A-107 1 A-107 2 OVERALL SUITE TOTALS: 12 SINGLE SUITES 18 DOUBLE SUITES 7 TRIPLE SUITES 9 QUIET SUITES TOTAL: 46 FLOOR SUITE TOTALS: 6 SINGLE SUITES 9 DOUBLE SUITES 4 TRIPLE SUITES 2ND FLOOR: 5893 SQFT 51 SF BATHROOM DN DN 108 SF EXIT STAIR 41 SF ELEV 156 SF SINGLE SUITE 1' - 4" 1' - 4" 21' - 0" 20' - 4" 21' - 0" 1' - 4" 1' - 4" 1' - 4" 1' - 4" 24' - 4" 23' - 8" 14' - 0" 2' - 8" 17' - 0" 6' - 0" 13' - 0" 1' - 4" 103' - 4" 69' - 0" 20' - 6" 11' - 6" 12' - 0" 5' - 6" 5' - 0" 1' - 4" 13' - 0" 4' - 0" 10' - 0" 28' - 0" 24' - 0" 12' - 0" 12' - 0" 6' - 11 1/4" 10' - 3 1/4" 10' - 9 1/2" 6' - 7 3/4" 8' - 8 1/4" 8" 8' - 0 1/4" 22' - 2 3/4" 12' - 9 1/2" 12' - 9 1/2" 14' - 9 1/4" 11' - 6" 11' - 7 3/4" 5' - 3 1/4" 7' - 4 3/4" 8' - 8 1/2" 5' - 5" 14' - 0 1/2" 15' - 1 1/2" 5' - 0" 14' - 4 3/4" 5' - 0" 13' - 5 1/2" 7' - 0" 12' - 0" 13' - 8 3/4" 16' - 1 1/4" 5' - 0" 13' - 0 1/2" 14' - 1 1/2" 14' - 0 1/2" 12' - 2 1/2" 14' - 4 1/2" 13' - 0 1/2" 17' - 0 1/2" 15' - 8 1/2" 12' - 10 1/4" 14' - 2 1/4" 15' - 8" 14' - 4" 13' - 0" 14' - 4" 5' - 0" 5' - 0" 5' - 0" Scale Date PROJECT: OWNER: PROJECT ADDRESS: Sheet No. Sheet Title: Drawing Issuance Schedule: Stamp: General Notes: All work shall be done in compliance with local codes, ordinances, rules and regulations. No work shall be started until plans have been approved by the building inspector and all other agencies having jurisdiction. KCB Architects 400 E. Wisconsin Ave. #205 Milwaukee, Wi 53202 (414) 261 -8956 admin@kcb -architects.com NOT FOR CONSTRUCTION 3/16" = 1'-0" 9/4/2026 6:23:37 PM A-105 FLOOR PLAN - 2ND FLOOR THE FLORENCE COLLECTIVE LLC PEWAUKEE SALON SUITES 09/04/2026 Pewaukee, WI 53186 1 SECOND FLOOR N No. Description Date 1 Conditional Use 09/04/2026 Page 59 of 74 LEVEL 1 843' - 0" LEVEL 2 856' - 0" ROOF 869' - 0" 5 5 1 6 2 4 3 4 5 51 6 2 4 3 4 5 5 5 5 5 5 5 5 5 5 4 4 4444 2 2 1 1 1 33 33 2' - 0" 9' - 0" 13' - 0" 2' - 0" 11' - 0" 37' - 0" LEVEL 1 843' - 0" LEVEL 2 856' - 0" ROOF 869' - 0" 6 5 5 5 5 5 5 5 5 5 51 2 4 2 1 6 6 3 4 2 4 3 4 22 1 6 4 4 4 4 6" 2' - 9" 18' - 9" 4' - 0" 11' - 0" 37' - 0" EXTERIOR KEYED NOTES 1 2 3 4 5 BLACK BRICK SIDING W/ DARK MORTAR HARDIE STUCCO TEXTURE PANEL HARDIE CORNER TRIM, COLOR TO MATCH STUCCO PANEL HARDIE TRIM, COLOR TO MATCH ALUMINUM FRAMED WINDOW BLACK ALUMINUM FRAMED WINDOWS DIMENSIONAL ASPHALT SHINGLE ROOFING WHITE VINYL LAP SIDING WHITE VINYL FASCIA & TRIM 10' X 12' MANUAL GARAGE DOOR PREFINISHED ALUMINUM K -STYLE GUTTER 6 7 8 9 10 Scale Date PROJECT: OWNER: PROJECT ADDRESS: Sheet No. Sheet Title: Drawing Issuance Schedule: Stamp: General Notes: All work shall be done in compliance with local codes, ordinances, rules and regulations. No work shall be started until plans have been approved by the building inspector and all other agencies having jurisdiction. KCB Architects 400 E. Wisconsin Ave. #205 Milwaukee, Wi 53202 (414) 261 -8956 admin@kcb -architects.com NOT FOR CONSTRUCTION As indicated 9/4/2026 6:23:47 PM A-106 BUILDING ELEVATIONS THE FLORENCE COLLECTIVE LLC PEWAUKEE SALON SUITES 09/04/2026 Pewaukee, WI 53186 3/16" = 1'-0" 1 East Elevation 3/16" = 1'-0" 2 North Elevation No. Description Date 1 Conditional Use 09/04/2026 Page 60 of 74 LEVEL 1 843' - 0" LEVEL 2 856' - 0" ROOF 869' - 0" 5 51 6 2 4 3 4 5 5 1 6 2 4 3 4 5 5 3 4 4 4 2 2 1 1 2 22 4 4 4 4 5 5 5 5 5 5 5 5 1 13' - 0" 13' - 0" 9' - 0" 1' - 6" 6" 11' - 0" 3 3 37' - 0" LEVEL 1 843' - 0" LEVEL 2 856' - 0" ROOF 869' - 0" 6 55555 55555 1 2 4 2 1 6 6 3 4 2 4 3 4 2 2 1 4 4444 6" 2' - 9" 18' - 9" 4' - 0" 11' - 0" 37' - 0" EXTERIOR KEYED NOTES 1 2 3 4 5 BLACK BRICK SIDING W/ DARK MORTAR HARDIE STUCCO TEXTURE PANEL HARDIE CORNER TRIM, COLOR TO MATCH STUCCO PANEL HARDIE TRIM, COLOR TO MATCH ALUMINUM FRAMED WINDOW BLACK ALUMINUM FRAMED WINDOWS DIMENSIONAL ASPHALT SHINGLE ROOFING WHITE VINYL LAP SIDING WHITE VINYL FASCIA & TRIM 10' X 12' MANUAL GARAGE DOOR PREFINISHED ALUMINUM K -STYLE GUTTER 6 7 8 9 10 Scale Date PROJECT: OWNER: PROJECT ADDRESS: Sheet No. Sheet Title: Drawing Issuance Schedule: Stamp: General Notes: All work shall be done in compliance with local codes, ordinances, rules and regulations. No work shall be started until plans have been approved by the building inspector and all other agencies having jurisdiction. KCB Architects 400 E. Wisconsin Ave. #205 Milwaukee, Wi 53202 (414) 261 -8956 admin@kcb -architects.com NOT FOR CONSTRUCTION As indicated 9/4/2026 6:23:57 PM A-107 BUILDING ELEVATIONS THE FLORENCE COLLECTIVE LLC PEWAUKEE SALON SUITES 09/04/2026 Pewaukee, WI 53186 3/16" = 1'-0" 1 West Elevation 3/16" = 1'-0" 2 South Elevation No. Description Date 1 Conditional Use 09/04/2026 ROOF 869' - 0" 6 55555 2 4 2 6 6 3 4 2 4 3 4 2 2 4 4444 6" 2' - 9" 18' - 9" 37' - 0" LEVEL 1 843' - 0" LEVEL 2 856' - 0" 1 4' - 0" 11' - 0" Page 61 of 74 Office of the Planner & Community Development Director W240N3065 Pewaukee Road Pewaukee, Wisconsin 53072 262.691.6007 fuchs@pewaukee.wi.us REPORT TO THE PLAN COMMISSION Meeting of October 15, 20026 Date: October 6, 2026 Project Name: Cedar Gables Condominiums Site & Building Plan Review Amendment Project Address/Tax Key No.: Approximately N18W22670 Watertown Road/PWC 0958990032, 0958990048, and 0958990049 Applicant: Cedar Gables LLC Property Owner: Cedar Gables LLC Current Zoning: Rm-1 Multiple-Family Residential District, UC Upland Conservancy District, LC Lowland Conservancy District 2050 Land Use Map Designation: Medium Density Residential (6,500 Sq. Ft. - 1/2 Ac. / D.U.) and Floodplains, Lowland, & Upland Conservancy and Other Natural Areas Use of Surrounding Properties: Single-family residential to the north, south, east, and west Project Description/Analysis The applicant filed an amendment to the previously approved site plan for the Cedar Gables condominium development located at the northwest corner of Watertown Road and North Avenue. The site plan was originally approved with a through street connecting Phase 1 and Phase 2. The through street included a crossing of an intermittent stream. The applicant has provided a narrative discussing the challenges in designing a structure for that crossing. As a result of engineering difficulties and costs, the applicant is now requesting the through street be eliminated and each phase of the development be served by its own cul-de-sac. The applicant has included three options for consideration. None of the options significantly changes the unit count. See below. Site Plans Phase 1 (units) Phase 2 (units) Total (units) Previously Approved 38 54 92 Option A 38 56 94 Option B 38 56 94 Option C 34 58 92 Page 62 of 74 Planner & Community Development Director Nick Fuchs Options A and B both keep the clubhouse within Phase 2. Option C, however, relocates the clubhouse to Phase 1, directly adjacent to the intersection of Watertown Road and North Avenue. This includes a swimming pool and parking lot at this intersection. As the applicant noted in their narrative, the cul-de-sacs are not longer than the required maximum length of 900 feet. With that said, there are Fire Department concerns with the proposed cul-de-sacs and eliminating the through street, particularly considering the density of the development and access to multiple buildings that are located further back off of a private drive extending from the cul-de-sacs in Phase 2. These buildings will be more difficult to access for emergency services. Below are Engineering Department comments related to the information provided by the applicant and the proposed request.  The development team has only evaluated culvert, box culvert, and concrete span type structures for the waterway crossing between Phase 1 and 2 of the development. No traditional pre-cast concrete slab or girder bridge options have been evaluated. Staff is confident that a structure could be designed to cross between Phase 1 and 2 of the development but it would be significantly more expensive than options which have been evaluated to date.  Existing right-of-way for Phase 1 of the development extends to the west property line to accommodate connection to future development of the adjacent parcel. Engineering staff would not support any layout (such as Options A, B, or C) which do not locate the proposed cul-de-sac near the furthest extents of the right-of-way.  The Phase 2 intersection at Elmwood Drive is currently designed to prevent left-turns out of the development. Engineering staff would not support any layout with no connection between Phase 1 and Phase 2 which doesn’t include a full, unrestricted intersection with Elmwood Drive. Recommendation Staff recommends this item be tabled to allow the applicant to address staff's site plan and cul-de-sac design concerns. This would also allow for the Plan Commission to recommend a preferred option and staff can review that in more detail. Moreover, it is suggested that the Plan Commission consider the relocation of the clubhouse and amenities within Phase 1 of Option C. Staff also recommends the Plan Commission request additional financial information for other options/solutions that may allow for the crossing and through street. Staff recommends sufficient information be provided for review of the engineering and improvement costs to determine if the through street is cost prohibitive for the development. This may be the case; however, the narrative does not provide details considering alternatives such as a girder bridge as mentioned by the Engineering Department. If approved, staff recommends: 1. Detailed plans for the clubhouse, parking lot and other amenities shall be submitted for Plan Commission review and approval and to determine compliance with all applicable Zoning Code regulations, such as setbacks. 2. The site plan shall be revised to show the location of the right-of-way connection to the property to Page 63 of 74 Planner & Community Development Director Nick Fuchs the west. 3. The applicant shall vacate the current right-of-way dedications and dedicate the new right-of-way location via Certified Survey Map. 4. The cul-de-sacs and all turn around designs shall conform to the City of Pewaukee Municipal Code and Technical Standards. 5. The proposed curbing at the intersection of the new public road and Elmwood Drive shall be removed. As a reminder, the curbing at the intersection of the new right-of-way within Phase 2 and Elmwood Drive was designed to prevent traffic from turning left onto Elmwood Drive thus preventing traffic from cutting through the existing Springdale Estates neighborhood. This was done to address traffic concerns of those residents that attended the public hearing when this development was initially proposed. Page 64 of 74 Page 65 of 74 Page 66 of 74 10/02/2026 RE: October 15th, 2026, Plan Commission Submittal Nick, Enclosed please find 12 copies of the following. Thanks, Cedar bles LLC Hand Delivered 10/02/2026 obert A, Patch Sr. Sole Member 1.) Narrative 2.) Engineering review times 3.) Amended site plans 4.) Clubhouse plans Cedar Gables LLC 13965 W Burleigh Rd. Suite 101 Brookfield, WI 53005 Page 67 of 74 TO: Cedar Gables Roadway ConfigurationSUBJECT: October 2, 2026DATE: INTRODUCTION BACKGROUND/ENGINEERING CHALLENGES -1- The Honorable Steve Bierce, Chair, City of Pewaukee Plan Commission City of Pewaukee Plan Commissioners City of Pewaukee Staff An intermittent stream is located between Phase 1 and Phase 2 of the Cedar Gables development. This watercourse is intermittent in nature, meaning that it is generally not flowing under normal dry-weather conditions and becomes active primarily following rainfall events. The stream functions as a drainageway for an approximately 350-acre tributary area consisting of properties located upstream and tributary to Cedar Gables. During rainfall events, runoff from this contributing drainage area is conveyed through the intermittent stream toward the downstream drainage system. Cedar Gables will provide a much needed option for Pewaukee empty nesters to stay in Pewaukee. Moreover, it has an estimated assessed fair market value of at least $82.6 million, adding at least $325,000 to the City’s tax base and $450,000 to the school district’s tax base. Considering that the residents will be almost entirely empty nesters, it will not provide any appreciable impact on city services or road usage. And it is being developed without any City contribution or incentives. Cedar Gables is a luxury residential development located in the City of Pewaukee, Wisconsin. As planned, the development will contain residential units constructed in two phases, identified as Phase 1 and Phase 2. Each phase would contain a portion of the residential units. CEDAR GABLES LLC 13965 West Burleigh Street, Suite 101 Brookfield, Wisconsin 53005 As part of the City's review and planning for the Cedar Gables development, the City identified a desired roadway connection between Phase 1 and Phase 2. Providing this connection would require the roadway to cross the intermittent stream and, consequently, would require some form of hydraulic crossing, such as a bridge or culvert system. A fundamental requirement of the proposed crossing is that it cannot cause any increase, or "rise," in water elevations that would result in additional water backing up onto the Page 68 of 74 EXHAUSTIVE EFFORT NEEDED AMENDMENT -2- neighboring property to the west. Accordingly, the crossing must be designed to accommodate the applicable stormwater flows while maintaining existing hydraulic conditions on the property to the west. Although a roadway connection between the two phases was evaluated through a comprehensive range of bridge and culvert alternatives, the hydraulic analysis establishes that the required zero-rise condition cannot be achieved through a crossing. The results of the analysis demonstrated that none of the alternatives or combinations evaluated could satisfy the requirement for zero rise in water backing up onto the property to the west. In other words, regardless of the crossing configuration evaluated, constructing a roadway connection between the two phases would result in some degree of increased hydraulic head and associated water-surface elevation affecting the neighboring property. City staff, Cedar Gables and Cedar Gables’s engineers have exhausted every feasible alternative for solving this issue. This group has worked on this issue for 1168 days, or about 3.2 years. Cedar Gables’s engineers started working on this issue on July 23, 2023 and made their first formal submittal on January 10, 2024. Including that original submittal, there have been a total of nine submittals. City staff has spent a considerable amount of time and effort on these plans, averaging 58 days from submittal to response, with a response usually coming in about 25 days. Between each City response and the next submittal, there was investigation, testing and new plans. Cedar Gables originally wanted this crossing and has spent hundreds of thousands of dollars trying to satisfy the City’s requirements. A project like this cannot afford more engineering and more delays. To evaluate whether this requirement could be achieved, an engineering hydrology and hydraulics analysis was performed examining numerous alternative configurations for the roadway crossing. The alternatives evaluated included, among others, a single-span bridge crossing, a series of nine side-by-side circular culverts, and a series of six side-by-side box culverts. Numerous combinations and configurations of these alternatives were analyzed to determine whether a feasible crossing could be designed that would provide the desired roadway connection while maintaining zero rise in water elevations on the neighboring property to the west. Page 69 of 74 CONCLUSION -3- Based on the results of the engineering analysis, the only remaining solution that satisfies the City's requirement of no rise in water backing up onto the property to the west is to eliminate the roadway crossing between Phase 1 and Phase 2. Under this configuration, each phase would retain its own roadway network terminating in cul-de-sacs, with no roadway connection across the intermittent stream. Fortunately, this will have little impact on neighbors. Cul-de-sacs effectively divide the traffic entering and exiting the development, ensuring that neither road entrance creates material amounts of traffic. Moreover, considering that all or almost all of these units will certainly be purchased by empty nesters, the amount of traffic will be nominal. The proposed cul-de-sacs are allowed under the City’s Ordinances. Pewaukee Ord. 239-8.A(4) provides: This is not new ground and does not set some new precedent. The City has a considerable number of these cul-de-sacs in residential developments. The proposed cul-de-sacs meet all City design standards. They will be well- designed fire, police, plowing and other services. Proposed streets shall extend to the boundary lines of the property being subdivided unless prevented by topography or other physical conditions or unless, in the opinion of the Plan Commission, such extension is not necessary or desirable for the coordination of the layout of the subdivision or for the advantageous development of the adj acent lands, in which case a permanent cul-de-sac shall be provided in accordance with City design standards. Such permanent cul-de-sac streets shall be no longer than 900 feet measured from the center of the "sac" to the nearest intersection of a street having access to an arterial or collector street. The “physical conditions” of this property prevent a through street. Cedar Gables has gone far beyond a good faith effort to provide a through street but cannot do so without affecting water levels on the property to the west. It is not feasible to continue that effort. The Cedar Gables development will make a substantial positive impact on the Pewaukee tax base and will be a much needed luxury housing option for Pewaukee empty nesters. Cedar Gables is proud of the homes that Cedar Gables is offering to Pewaukee residents. We would gladly provide tours to any of you so you can see how Cedar Gables will be a credit to the community. However, in order to bring the benefits of this new neighborhood to Pewaukee, Cedar Gables needs your approval of this amendment. Page 70 of 74 START DATE FINISH DATE DAYS #1 #2 #3 #4 #5 #6 #7 #8 12/16/25#9 9/03/26 261 days Current Date: 9/24/2026 1,159 DAYS 11/20/25 12/04/25 05/23/25 07/23/25 02/12/24 04/05/24 3/14/2025 4/10/2025 10/15/25 11/20/25 07/23/25 08/15/25 61 days 36 days 04/10/25 04/30/25 08/15/25 10/15/25 07/23/23 01/10/24 10/10/24 03/14/25 05/15/24 08/06/24 12/04/25 12/16/25 1/10/2024 2/12/2024 4/30/2025 5/23/2025 4/5/2024 5/15/2024 171 Days 33 Days 156 Days 28 Days 14 days 12 days 20 Days 23 days 84 Days 66 Days JSD Original Submittal Pewaukee review time 61 days 23 days 8/6/2024 10/10/2024 54 Days 41 Days JSD Corrections (resubmit) Pewaukee review time Wetland Crossing continuance Wetland Crossing Denial JSD Corrections Pewaukee Review Time JSD Corrections Pewaukee Review Time JSD Corrections Pewaukee Review Time JSD Corrections Pewaukee review time JSD Corrections Pewaukee review time JSD Corrections (resubmit) Pewaukee review time Note: Utilities approved without crossing CEDAR GABLES ENGINEERING DESIGN AND REVIEW TIMES Time from City submittal #1 1/10/2024 thru 9/24/2026 : 988 Days of Continuous Reviews REVIEW# Submittal time frames: Page 71 of 74 Page 72 of 74 DIMENSIONALFIBERGLASS SHINGLES CEDAR SHINGLE SIDING HALQUIST STONEVENNER 6x6 TREATEDWOOD POSTS,WRAPPED DIMENSIONALFIBERGLASS SHINGLES CEDAR SHINGLE SIDINGHALQUIST STONEVENNER 6x6 TREATEDWOOD POSTS,WRAPPED DIMENSIONALFIBERGLASS SHINGLES CEDAR SHINGLE SIDING HALQUIST STONEVENNER 6x6 TREATEDWOOD POSTS,WRAPPED ARCHITECTURE * ENGINEERING * CONSTRUCTIONTGAR GROUP, Inc.DESIGN BUILDTGAR A2.007/07/2026ELEVATIONS1/4"=1'-0" CEDAR GABLESCLUBHOUSE 11/4" = 1'-0"SOUTH ELEVATION 21/4" = 1'-0"WEST ELEVATION 41/4" = 1'-0"NORTH ELEVATION 31/4" = 1'-0"EAST ELEVATION Page 73 of 74 Page 74 of 74