Village Board Meeting — Agenda Packet

VILLAGE OF MOUNT HOREB E. Main Street Mount Horeb, WI 53572 Phone: (608) 437-6884 Fax: (608) 437-3190 Email: mhinfo@mounthorebwi.info Web: mounthorebwi.info VILLAGE BOARD AGENDA Wednesday, June 3, 2026 at 7:00 PM Municipal Building Board Room 138 E. Main Street Mount Horeb, WI 1) Call to order 2) Pledge of Allegiance 3) Roll call 4) Public Comments on Non-Agenda Items* 5) Consent Agenda a. Consideration of May 6, 2026 Meeting Minutes b. Consideration of Appointment of Ken Scott to Utility Commission c. Consideration of 101 Perimeter Road GDP Amendment d. Consideration of 101 Perimeter Road SIP Amendment e. Consider New Alcohol Beverage License Applications: The Doghouse Tavern and Grill, 117 S 1st Street; Zenith Food Group, DBA Vita Bella Italiano Ristorante, 209 E Main Street; and Firefly Events Decor & Flowers LLC, 109 N 8th Street f. Consider Appointment of Agent Applications for New Alcohol Beverage Licenses: Jeff Ackerman for The Doghouse Tavern and Grill, Jermaine Butler for Zenith Food Group LLC, and Heidy Rizzi Lange for Firefly Events Decor & Flowers LLC g. Consider Alcohol Beverage License Renewal Applications: Premier Cooperative, 501 W Main Street; Miller and Sons Inc, 1845 Springdale Street; Trollway Liquor, 504 W Main Street; Walgreens #11648, 1401 Springdale Street; Kwik Trip #794, 525 Springdale Street; Kwik Trip #1130, 9255 Ridgeview Road; Wiscoboxes, 305 E Main Street; Elegant Bridal, 101 E Main Street; Buck & Honey's Restaurants, 108 S 2nd Street; Norsk Golf Club, 2755 Golf Bowl Road; Grumpy Troll LLC, 105 S 2nd Street; Aztlan Mexican Grill, 407 W Main Street; Driftless Social, 128 E Main Street; Bistro 101, 101 E Main Street; Isaac's Antiques, 132 E Main Street; Moho Jo LLC, 100 S 1st Street; Sunn Cafe, 201 E Main Street; The Doghouse Tavern and Grill, 117 S 1st Street Page 1 of 127 h. Consider Appointment of Agent Applications for Alcohol Beverage License Renewals: Joshua Kitelinger for Premier Cooperative, William Miller for Miller and Sons Supermarket, Michael Rogers for Trollway Liquor, Rebecca Wentworth for Walgreens #11648, Daniel Hying for Kwik Trip #794, Tracy Alvey for Kwik Trip #1130, Mills Botham for Wiscoboxes, Marah Odgers for Elegant Bridal, Thomas Anderson for Buck & Honey's Restaurants, Michael Woodward for Norsk Golf Club, Robin Pharo for Grumpy Troll LLC, Jose Onate for Aztlan Mexican Grill, Matthew Schmock for Driftless Social, Mark Valaskey for Bistro 101, Janelle Holmstrom for Isaac's Antiques, Tyler Marks for Moho Jo LLC, Taddeus Rokitowski Jr for Sunn Cafe, Jeff Ackerman for The Doghouse Tavern and Grill i. Consider Street Use Permit Application from Mount Horeb Area Chamber of Commerce for the Art Fair, July 17-19, 2026 6) Agenda Items a. 2025 Village Audit Presentation by Baker Tilly b. Proclamation Affirming the Village of Mount Horeb's Commitment to Diversity & Inclusion c. Consideration of Public Art Ordinance 2026-06 d. Consider Fundraising Agreement with Dennis Cooley for Recreation Complex e. Consideration of the Pedestrian and Bike Safety Plan 7) Committee Reports: a. Community Development Authority b. Dane County Cities & Villages Association Report c. Finance/Personnel d. Historic Preservation Committee Report e. Library Board f. Mount Horeb Area Chamber of Commerce g. Mount Horeb Area Joint Fire Department h. Parks, Recreation, and Forestry Commission i. Plan Commission j. Public Safety Committee k. Public Works Committee l. School Liaison m. Sustainability and Natural Resources Committee n. Tourism Commission o. Utility Commission Page 2 of 127 8) Village President's report 9) Village Administrator's report a. Written Report 10) Village Clerk’s report 11) Meeting adjournment. *Public Comment Policy Members of the public are invited to speak at meetings of all Mount Horeb Public Bodies. To comment, please complete a Public Comment Form at the Meeting Room entrance and submit it to staff before the meeting begins. Comments are limited to three minutes, must be made from the podium, and the speaker must return to the audience after speaking. • Non-agenda item comments are heard at the start of the meeting. Public Body members and staff will not engage in discussion during public comment but may consider topics for future agendas. • Agenda item comments are heard during the relevant item, after the proposers or staff present the item and before Public Body discussion. All public comments on the item will be heard before any discussion by the Public Body. Members of the public will only be allowed to speak outside these public comment times if they are invited by the meeting chair to share additional information requested by the Public Body. If so invited to speak, the member of the public must do so from the podium. Written comments are also welcome. Written comments shall include the name and address of the submitter and should be submitted to the Deputy Treasurer/Governance Coordinator by email at niki.erickson@mounthorebwi.info (subject line: Public Comment Request-Name of Public Body) or delivered by to the Village at: 138 E Main Street, Mount Horeb WI, 53572, ATTN Public Comment Request-Name of Public Body. UPON REASONABLE NOTICE, EFFORTS WILL BE MADE TO ACCOMMODATE THE NEEDS OF DISABLED INDIVIDUALS THROUGH APPROPRIATE AIDS AND SERVICES. FOR INFORMATION OR TO REQUEST THIS SERVICE, CONTACT ALYSSA GAFFNEY, CLERK, AT 138 E MAIN STREET, MOUNT HOREB, WI (608) 437-9404. Page 3 of 127 Page 4 of 127 Page 5 of 127 Page 6 of 127 Page 7 of 127 Page 8 of 127 AGENDA ITEM REPORT MEETING DATE PREPARED BY June 3, 2026 AGENDA ITEM # 5.c Consideration of 101 Perimeter Road GDP Amendment BACKGROUND RECOMMENDATION ATTACHMENTS 1. 5.7.26 JTK Amendment Application 2. 101 Perimeter GDP and SIP Amendment (1) 3. 101 Perimeter Rd JT Klein PD Amendment 300 letter Page 9 of 127 PD-SIP Page 10 of 127 To: Village of Mount Horeb Plan Commission From: Village Planner Ben Rohr, AICP Date: May 27, 2026 Re: Proposed Zoning Map Amendment for a Planned Development - General Development Plan (GDP) for two 3-Story Multi-Family Building at 101 Perimeter Road for JT Klein, Inc. Introduction Project Overview The project received General Development Plan approval from the Plan Commission in July 2025 and Specific Implementation Plan approval from the Plan Commission in January 2026. Today, the applicant, JT Klein, is seeking an amendment to both the GDP and SIP to include one additional dwelling unit. Building 1 Building 2 Previously Approved Proposed Change Previously Approved Proposed Change 49 dwelling units None 40 dwelling unit 41 dwelling units 6 studios, 30 1- bedrooms, and 13 2- bedroom units None 0 studios, 21 1- bedrooms, and 19 2- bedrooms 0 studios, 22 1- bedrooms, 19 2- bedrooms Each structure is proposed to be the exact same footprint. The only change is the unit configuration within Building 2. The previously approved GDP included a total of 8 requested flexibilities for Building 1/Lot 1 and 9 requested flexibilities for Building 2/Lot 2. Only one requested flexibility is proposed to be amended to accommodate the change (Lot 2 item number 2 below – 40 total units to 41 total units). This staff report is intended to be utilized in conjunction with the July 23, 2025 staff report associated with the previously approved GDP for the site. Formal General Development Plan (GDP) Review Analysis of Requested Flexibilities The proposed GDP amendment is needed to accommodate one additional dwelling unit withing Building 2/Lot 2. As the plans were further refined and prepared for construction, the interior building layout was modified slightly, providing the opportunity for one additional unit to be accommodated within the same building footprint. However, the GDP clearly approved only 40 total units for Building 2/Lot 2, thus creating the need to amend the GDP to accommodate the new unit. Page 11 of 127 May 27, 2026 Page 2 of 5 Requested Flexibility from Zoning Ordinance Requirements: The proposed GDP identifies the following items of flexibility from the standards of the Planned Business (PB) zoning district for Lot 1: 1. The Permitted Principal Land Use established for the PB district in Section 17.42 of the Zoning Ordinance only allows multi-family uses as an accessory use. Multi-Family is proposed to be the principal land uses for this project. Specifically, Commercial Apartments are permitted as an accessory land use. The proposed principal land use is Multi-Family (Apartments). 2. The Maximum Number of Dwelling Units Limit established for Multi-Family uses in Section 17.20(1)(a)7. of the Zoning Ordinance will not be met by this proposal. Specifically, the maximum number of dwelling units per building is 8 for Apartment land uses. The proposed use is a total of 49 units in one building. 3. The Minimum Setbacks for Apartment Land Uses established for Multi-Family uses in Section 17.20(1)(a)7. of the Zoning Ordinance will not be met by this proposal. Specifically, the minimum setbacks for Apartment land uses are 30 feet on all sides. The proposed development has setbacks as low as 10 feet from the property line. 4. The Maximum Floor Area Ratio established for the PB district in Section 17.42 of the Zoning Ordinance will not be met by this proposal. Specifically, the maximum floor area ratio is 0.30. The proposed project will have a floor area ratio of 1.07. 5. The Maximum Building Height established for the PB the district in Section 17.42 of the Zoning Ordinance will not be met by this proposal. Specifically, the maximum building height requirement is 45 feet. The proposed project is 54 feet tall. 6. The Minimum Setbacks established for the PB district in Section 17.42 of the Zoning Ordinance will not be met by this proposal. Specifically, the minimum front setback requirement is 20 feet. The proposed project has a 10-foot front setback. 7. The Minimum Paved Surface Setback established for the PB district in Section 17.42 of the Zoning Ordinance will not be met by this proposal. Specifically, the minimum paved surface setback from all property lines is 10 feet. The proposed project has a 0-foot paved surface setback from multiple property lines. 8. The Minimum Required Parking established for Apartment land uses in Section 17.132 of the Zoning Ordinance will not be met by this proposal. Specifically, the minimum required off-street parking is 77 stalls based on the unit configuration. The proposed project has 73 off-street parking stalls. Requested Flexibility from Zoning Ordinance Requirements: The proposed GDP identifies the following items of flexibility from the standards of the Planned Business (PB) zoning district for Lot 2: 1. The Permitted Principal Land Use established for the PB district in Section 17.42 of the Zoning Ordinance only allows multi-family uses as an accessory use. Multi-Family is proposed to be the principal land uses for this project. Specifically, Commercial Apartments are permitted as an accessory land use. The proposed principal land use is Multi-Family (Apartments). 2. The Maximum Number of Dwelling Units Limit established for Multi-Family uses in Section 17.20(1)(a)7. of the Zoning Ordinance will not be met by this proposal. Specifically, the maximum number of dwelling units per building is 8 for Apartment land uses. The proposed use is a total of 4140 units in one building. 3. The Minimum Setbacks for Apartment Land Uses established for Multi-Family uses in Section 17.20(1)(a)7. of the Zoning Ordinance will not be met by this proposal. Specifically, the minimum setbacks for Apartment land uses are 30 feet on all sides. The proposed development has setbacks as low as 3 feet from the property line. Page 12 of 127 May 27, 2026 Page 3 of 5 4. The Maximum Floor Area Ratio established for the PB district in Section 17.42 of the Zoning Ordinance will not be met by this proposal. Specifically, the maximum floor area ratio is 0.30. The proposed project will have a floor area ratio of 1.14. 5. The Maximum Building Height established for the PB the district in Section 17.42 of the Zoning Ordinance will not be met by this proposal. Specifically, the maximum building height requirement is 45 feet. The proposed project is 54 feet tall. 6. The Minimum Setbacks established for the PB district in Section 17.42 of the Zoning Ordinance will not be met by this proposal. Specifically, the minimum front setback requirement is 20 feet. The proposed project has a 3-foot front setback. Specifically, the minimum rear setback requirement is 25 feet. The proposed project has a 13-foot rear setback. 7. The Minimum Paved Surface Setback established for the PB district in Section 17.42 of the Zoning Ordinance will not be met by this proposal. Specifically, the minimum paved surface setback from all property lines is 10 feet. The proposed project has a 0-foot paved surface setback from multiple property lines. 8. The Minimum Required Parking established for Apartment land uses in Section 17.132 of the Zoning Ordinance will not be met by this proposal. Specifically, the minimum required off-street parking is 68 stalls based on the unit configuration. The proposed project has 48 off-street parking stalls. 9. The Minimum Street Frontage established for the PB district in Section 17.42 of the Zoning Ordinance will not be met by this proposal. Specifically, the minimum street frontage requirement for the lot is 50 feet. The proposed project has 34 feet of street frontage. Village Planner’s Recommendations Regarding the GDP If acceptable to the Plan Commission, the Village Planner recommends the Plan Commission make, consider, and adopt a motion which makes a finding that the criteria for GDP submittals and approval have been met, and that also recommends approval of the proposed GDP Amendment by the Village Board, inclusive of full and continuous compliance with the submittal documents, the list of flexibilities and conditions provided in the submittal, and with any conditions identified by Village Staff and the Plan Commission, including 1-11, below for Lot 1: 1. The proposed flexibility to allow Apartments as a principal by-right land use in the PB zoning district should be granted as proposed in the GDP submittal. 2. The proposed flexibility to allow the maximum building size to exceed 8 dwelling units per building should be granted up to 49 dwelling units as proposed in the GDP submittal. 3. The proposed flexibility to allow a minimum building setback less than 30 feet down to 10 feet should be granted as proposed in the GDP submittal. 4. The proposed flexibility to allow a maximum floor area ratio greater than 0.30 should be granted up to 1.07 as proposed in the GDP submittal. 5. The proposed flexibility to allow a maximum height greater than 45 feet tall should be granted up to 54 feet as proposed in the GDP submittal. Page 13 of 127 May 27, 2026 Page 4 of 5 6. The proposed flexibility to allow minimum front setbacks less than 20 feet down to 10 feet should be granted as proposed in the GDP submittal. 7. The proposed flexibility to allow a minimum paved surface setback of less than 10 feet down to 0 feet should be granted as proposed in the GDP submittal. 8. The proposed flexibility to allow minimum off-street parking of less than 77 spaces down to 73 spaces should be granted as proposed in the GDP submittal. 9. The Village’s design review standards be applied through the SIP phase of project review. 10. The applicant shall record a cross-access easement between Lot 1 and Lot 2 to allow parking and access to be permitted on both properties. 11. Any additional requirements identified by Village Staff, the Village Engineer, the Plan Commission, or the Village Board. Village Planner’s Recommendations Regarding the GDP If acceptable to the Plan Commission, the Village Planner recommends the Plan Commission make, consider, and adopt a motion which makes a finding that the criteria for GDP submittals and approval have been met, and that also recommends approval of the proposed GDP Zoning Map Amendment by the Village Board, inclusive of full and continuous compliance with the submittal documents, the list of flexibilities and conditions provided in the submittal, and with any conditions identified by Village Staff and the Plan Commission, including 1-12, below for Lot 2: 1. The proposed flexibility to allow Apartments as a principal by-right land use in the PB zoning district should be granted as proposed in the GDP submittal. 2. The proposed flexibility to allow the maximum building size to exceed 8 dwelling units per building should be granted up to 41 dwelling units as proposed in the GDP submittal. 3. The proposed flexibility to allow a minimum building setback less than 30 feet down to 3 feet should be granted as proposed in the GDP submittal. 4. The proposed flexibility to allow a maximum floor area ratio greater than 0.30 should be granted up to 1.14 as proposed in the GDP submittal. 5. The proposed flexibility to allow a maximum height greater than 45 feet tall should be granted up to 54 feet as proposed in the GDP submittal. 6. The proposed flexibility to allow minimum front setbacks less than 20 feet down to 3 feet and allow minimum rear setbacks less than 25 feet down to 13 feet should be granted as proposed in the GDP submittal. 7. The proposed flexibility to allow a minimum paved surface setback of less than 10 feet down to 0 feet should be granted as proposed in the GDP submittal. Page 14 of 127 May 27, 2026 Page 5 of 5 8. The proposed flexibility to allow minimum off-street parking of less than 68 spaces down to 48 spaces should be granted as proposed in the GDP submittal. 9. The proposed flexibility to allow a minimum street frontage for Lot 2 to be less than 50 feet down to 34 feet should be granted as proposed in the GDP submittal. 10. The Village’s design review standards be applied through the SIP phase of project review. 11. The applicant shall record a cross-access easement between Lot 1 and Lot 2 to allow parking and access to be permitted on both properties. 12. Any additional requirements identified by Village Staff, the Village Engineer, the Plan Commission, or the Village Board. Page 15 of 127 To: Village of Mount Horeb Plan Commission From: Village Planner: Ben Rohr, AICP Date: May 27, 2026 Re: Specific Implementation Plan (SIP) Amendment and Design Review for Two Proposed 3- Story Multi-Family Buildings at 101 Perimeter Road for JT Klein, Inc. Introduction The project received General Development Plan approval from the Plan Commission in July 2025 and Specific Implementation Plan approval from the Plan Commission in January 2026. Today, the applicant, JT Klein, is seeking an amendment to both the GDP and SIP to include one additional dwelling unit. Each structure is proposed to be the exact same footprint. The only change is the unit configuration within Building 2. No other site changes are proposed. To note, when the SIP was approved in January 2026, the Plan Commission approved the following: 1. Design Review as submitted to the Village, including waivers from the Design Review requirements approved by the Plan Commission, including: a. 2.a. for the removal of five existing mature trees along the Perimeter Road frontage to be replaced with new trees in a similar location, as depicted. b. 10.a. for the non -decorative service and garage doors on the façade of both buildings for the in- building parking entry, as depicted. c. 14.b. for the metal awnings to be permitted on each façade, as depicted. 2. Village staff review and approval of the following that meets all Design Review requirements. If any waivers are requested by the applicant from the Design Review requirements, the proposed plans must be reviewed and approved by the Plan Commission. a. 13.a. Require updated elevation plans with the proposed location of the meter boxes and proposed screening approach. b. 19.a. and b. Require detailed signage plans for all proposed signs. 3. Additional conditions as approved by the Plan Commission: a. Building 1 includes 2’ overhangs on the gables. b. Building 2 includes a lighter grey façade color vs. the darker grey proposed. c. Building 1 and 2 includes hanging bicycle racks within the underground parking garage. Page 16 of 127 May 27, 2026 Page 2 of 3 The only changes made to the SIP amendment submittal include: • 41 vs. 40 total dwelling units in Building 2 • Meter boxes are identified on the elevations for both buildings and are proposed to be screened with landscaping • 2’ overhangs on the gables on Building 1 • Lighter grey siding on the façade of Building 2 • 45 bicycle parking spaces in the underground parking area of Building 1, 17 in Building 2 To receive final Village approval of the Planned Development, this project requires approval of the SIP and Design Review by the Plan Commission and the Village Board. This report addresses the SIP first, followed by the Design Review. Specific Implementation Plan Review If the amended GDP is approved, the proposed amendment to the SIP is consistent with the GDP. Lot 1/Building 1: Specific SIP Flexibilities Consistent with the Amended GDP include: 1. Allowable Land Uses: The GDP approved Apartments (Multi-Family) as a by-right principal land use for the property. The SIP is consistent with the approved GDP. 2. Number of Dwelling Units: The GDP approved a building with up to 49 dwelling units. The SIP is consistent with the approved GDP. 3. Apartment Land Use Setbacks: The GDP approved minimum setbacks of 10 feet from all property lines. The SIP is consistent with the approved GDP. 4. Floor Area Ratio: The GDP approved greater minimum floor area ratios for the property of up to 1.07. The SIP is consistent with the approved GDP. 5. Building Height: The GDP approved a building up to 54 feet in height. The SIP is consistent with the approved GDP. 6. Front Yard Building Setbacks: The GDP approved a minimum front yard setback of 10 feet. The SIP is consistent with the approved GDP. 7. Pavement Setbacks: The GDP approved minimum pavement setbacks of 0-foot from all property lines. The SIP is consistent with the approved GDP. 8. Parking: The GDP approved a minimum of 73 off-street parking spaces be provided. The SIP is consistent with the approved GDP. Lot 2/Building 2: Specific SIP Flexibilities Consistent with the Amended GDP include: 1. Allowable Land Uses: The GDP approved Apartments (Multi-Family) as a by-right principal land use for the property. The SIP is consistent with the approved GDP. 2. Number of Dwelling Units: The GDP approved a building with up to 41 dwelling units. The SIP is consistent with the approved GDP. 3. Apartment Land Use Setbacks: The GDP approved minimum setbacks of 3 feet from all property lines. The SIP is consistent with the approved GDP. Page 17 of 127 May 27, 2026 Page 3 of 3 4. Floor Area Ratio: The GDP approved greater minimum floor area ratios for the property of up to 1.14. The SIP is consistent with the approved GDP. 5. Building Height: The GDP approved a building up to 54 feet in height. The SIP is consistent with the approved GDP. 6. Front and Rear Yard Building Setbacks: The GDP approved a minimum front yard setback of 3 feet and a minimum rear yard setback of 13 feet. The SIP is consistent with the approved GDP. 7. Pavement Setbacks: The GDP approved minimum pavement setbacks of 0-foot from all property lines. The SIP is consistent with the approved GDP. 8. Parking: The GDP approved a minimum of 48 off-street parking spaces be provided. The SIP is consistent with the approved GDP. 9. Street Frontage: The GDP approved a minimum 34 feet of street frontage be provided for the parcel. The SIP is consistent with the approved GDP. Planner’s Recommendation for the Specific Implementation Plan: I recommend the Plan Commission recommend the Amended SIP for 101 Perimeter Road for approval by the Village Board, subject to the conditions as approved by the Plan Commission on January 28, 2026. Design Review Requirements per Section 17-14: As noted above, the only proposed changes within the SIP are reflective of conditions of approval from the January 28, 2026 Plan Commission meeting, outside of the proposed addition of one dwelling unit within Building 2. This staff report is intended to be utilized in conjunction with the January 28, 2026 staff report associated with the previously approved SIP for the site. Village Planner’s Recommendations: I recommend the Plan Commission consider and approve the following requirements for the approval of the Amendment to the Specific Implementation Plan for 101 Perimeter Road : 1. A recommendation to the Village Board that t he Specific Implementation Plan Amendment for 101 Perimeter Road be approved, subject to any and all requirements identified by the Plan Commission under Design Review. 2. A recommendation to the Village Board that the Amendment to Site Plan packet be approved, subject to any and all requirements identified by the Plan Commission under Design Review. 3. All Design Review waives identified within the January 28, 2026 SIP approval shall remain granted. 4. All conditions of approval identified within the January 28, 2026 SIP approval have been met. 5. Village Engineer review and approval of the proposed Stormwater Management and Grading Plans. 6. Any additional requirements identified by Village Staff, the Village Engineer, the Plan Commission, or the Village Board. Page 18 of 127 PD-SIP Page 19 of 127 Page 20 of 127 Page 21 of 127 Page 22 of 127 Page 23 of 127 Page 24 of 127 Page 25 of 127 Page 26 of 127 Project Comparison Exhibit2/6/26 Approved Karakahl Redevelopment Project Proposed Resubmittal Karakahl Redevelopment Project Page 27 of 127 Project Comparison Exhibit2/6/26 Approved Karakahl Redevelopment ProjectProposed Resubmittal Karakahl Redevelopment Project Page 28 of 127 1. A. Project Developer - JT Klein Company, Inc. JT Klein Company, Inc. (JTK) was founded in 2014 with the ambition of increasing access to senior and multifamily affordable housing in Wisconsin and Dane County. Based in Madison, Wisconsin, JTK is a leading workforce housing developer and has successfully developed 871 housing units in Dane County. Most recently, JTK started construction on Phase II of it’s redevelopment of the former Westgate Mall in Madison. Upon completion, this project will contain over 620 apartments, including market rate, affordable senior and workforce housing. Using years of experience and a high level of attention to detail, JT Klein is able to navigate each project’s unique challenges to ensure each building is built in a timely fashion without sacrificing quality. JT Klein understands the challenges of developing multifamily housing and continues to complete successful projects on time and on budget. 818 S. Park Madison, WI 53715 B. Project Contacts Architect: Knothe Bruce & Associates KBA was founded on the principle that thoughtful design can improve the way we live and work. With over half a century of architectural expertise, we have grown into a firm recognized for our dedication to creating meaningful spaces that balance innovation and practicality. Over the years, we’ve remained true to our belief that great design is about more than aesthetics, it’s about creating spaces that truly serve the people who use them. Our approach is rooted in collaboration, ensuring that each design is a thoughtful response to our clients' needs while enhancing the surrounding environment. 8401 Greenway Blvd Suit 900 Middleton, WI 53562 Civil Engineering: Wyser Engineering Our team of professional engineers and land surveyors provides site planning, water resources engineering, utility and infrastructure design, traffic engineering and surveying solutions to public and private sector clients for complete project delivery. Wyser Engineering aims to establish long lasting relationships with all Clients as a vested consultant to serve your needs. Concept through Construction. 300 E Front St Mount Horeb WI 53572 Page 29 of 127 Property Management Team- Oakbrook Corporation This project will be professionally managed by an entity controlled by Oakbrook Corporation, Inc. Based in Madison, WI, Oakbrook’s multifamily property management group has extensive experience managing apartment communities of all types and sizes. Their portfolio consists of senior and family communities which operate as market rate properties or were financed with Section 42 Low Income Housing Tax Credits or under various other state and federal programs. Oakbrook Corporation currently employs over 280 individuals and manages over 8,300 apartments in 118 different properties in Wisconsin, Iowa and Illinois, and 46 commercial properties in the Madison area totaling over 1,900,000 square feet. 2 Science Court Madison, WI 53704 C. Description of Proposed Uses: JT Klein Company, Inc. is pleased to present this proposal for the redevelopment of the former Karakahl Country Inn, located at 101 Perimeter Road in Mount Horeb, Wisconsin. The current site has sat vacant and deteriorating for years and is considered by all definitions blighted. This redevelopment presents a unique opportunity to eliminate a longstanding eyesore at one of Mount Horeb’s most visible entry points and replace it with a thoughtfully designed, high-quality residential community. The project consists of two separate three-story apartment buildings, constructed above underground parking. This new community will offer a mix of studio, one, and two-bedroom apartment homes designed to attract a diverse range of residents. One building will feature 49 market-rate units, while the other will provide 40 affordable housing units for seniors. Units will feature open layouts, contemporary finishes, in-unit laundry, and private outdoor space. Common amenities will include a community room, fitness center, underground heated parking, elevator access, and secure entry. During the concept review and neighborhood meeting for the project, the development team heard clear and consistent feedback from the community expressing a strong desire for senior and market rate housing. Each building will be funded independently, and the lots will be separated with a CSM. This structure will allow the development to serve a wide range of tenants from different socioeconomic backgrounds Page 30 of 127 Location Map: The redevelopment site is located at 101 Perimeter Rd, formerly the Karakahl Country Inn, a long- vacant hotel property directly visible from US-151. The site has deteriorated significantly and is now considered blighted, with overgrown landscape, unsafe structures, and deteriorating pavement. This redevelopment offers an opportunity to transform an underutilized and highly visible site into a modern, vibrant asset for the community. 101 Perimeter Rd. Map Page 31 of 127 Project Themes and Images: Below are example imagines from JTK’s recently completed development Oak Ridge University Park. JTK will use materials and high-level finishes similar in quality to these imagines. Page 32 of 127 General Relationship of the Project to the Master Plan: The proposed 90-unit multi-family development aligns closely with the Village of Mount Horeb’s Comprehensive Plan, which emphasizes expanding housing options for a range of income levels and household types. It encourages zoning amendments to support higher density, promotes redevelopment of underutilized or blighted properties, and prioritizes infill housing projects. This proposal addresses these objectives directly by revitalizing the former Karakahl Country Inn site— a long-vacant and blighted property—into high-quality, well-designed housing that increases supply without expanding the village’s footprint. By redeveloping this underutilized site into a vibrant residential community, the project supports the Village’s commitment to sustainable growth, economic revitalization, and housing affordability. VILLAGE OF MOUNT HOREB VISION STATEMENT The Village of Mount Horeb will continue to be a thriving and active community that builds on its unique culture, character, assets, location, and history to foster community, economic, and tourism development. The Village will continue to grow and evolve by developing and retaining local businesses, attracting new businesses and employers, and offering housing availability and affordability, while maintaining its character, aesthetic look, and feel. A vibrant downtown featuring the community’s historic past and bright future acts as the community’s center piece for cultural, recreational, business, shopping, and tourism activities. Building on its high quality of life, the Village will be a welcoming, safe, clean, healthy, and inclusive place to live, work, and play. Page 33 of 127 D. Approximate Residential Densities and Non-Residential Intensities: For dwelling units per acre, floor area ratio, and impervious surface area ratio, please see the chart below put together by the design architect, Knothe Bruce Architects (KBA) Page 34 of 127 2. Scaled Site Plan 3. Building Plan The following architectural exhibits meet all applicable requirements for items 2 &3. Page 35 of 127 PROJECT NUMBER SHEET NUMBER ISSUED FOR:SHEET INDEX © Knothe & Bruce Architects, LLC Klein Perimeter Rd.101 Perimeter Rd. Mt.Horeb, WI 2514 G 000 2025.05.23 PLAN COMMISSION SUBMITTAL2025.11.17 SIP SUBMITTAL SITE G 000 COVER SHEETC100 SITE PLANC101 DEMOLITION PLANC200 GRADING PLANC201 DETAILED GRADING PLANC202 DETAILED GRADING PLANC300 UTILITY PLANC400 DETAILSC401 DETAILSCA101 ARCHITECTURAL SITE PLANCA102 SITE LIGHTING PLANCA103 PERVIOUS/ GREEN SPACEL100 LANDSCAPE PLANL101 LANDSCAPE DETAILS AC101.1 FIRST FLOOR PLANAC102.1 SECOND FLOOR PLANAC103.1 THIRD FLOOR PLANAC104.1 ROOF PLANAC201.1 EXTERIOR ELEVATIONSAC202.1 EXTERIOR ELEVATIONSAC203.1 EXTERIOR COLORED ELEVATIONSAC204.1 EXTERIOR COLORED ELEVATIONSAC100.2 BASEMENT FLOOR PLANAC101.2 FIRST FLOOR PLANAC102.2 SECOND FLOOR PLANAC103.2 THIRD FLOOR PLANAC104.2 ROOF PLAN SITE SHEETSARCHITECTURAL SHEETS AC201.2 EXTERIOR ELEVATIONSAC202.2 EXTERIOR ELEVATIONSAC203.2 EXTERIOR COLORED ELEVATIONSAC204.2 EXTERIOR COLORED ELEVATIONS 2 BUILDINGS, 3 STORY, 90 UNITS 81 UNDERGROUND PARKING STALLS 2026.04.28 SIP RESUBMITTAL Page 36 of 127 KEYED PLAN NOTESACCESSIBLE ROUTE - 5% RUNNING SLOPE / 2% CROSS SLOPE MAXIMUM.ACCESSIBLE PARKING STALL - MAXIMUM 2% SLOPE IN ALL DIRECTIONS.MOUNT ACCESSIBLE PARKING SIGN @ 60" HIGH TO BOTTOM OF SIGN.STOP SIGN - MOUNT @ 7' HIGH TO BOTTOM OF SIGNLIGHT POLE (TYP.) - SEE CA102 FOR FIXTURE SCHEDULEEXISTING FENCING TO BE REMOVEDBASEMENT WALL BELOWRETAINING WALL - SEE CIVIL PLANS FOR HEIGHTSOUTDOOR AMENITY SPACE - SEE SHEET L100TRANSFORMER ON CONCRETE PAD 123 26 PARKING STALLS 14 PARKING STALLS lp16051189.64 E 8' 18' TYP.24' 18' TYP. 6' ENTRANCE TOUNDERGROUND PARKING BUILDING 149 UNIT47 UNDERGROUND STALLS3 STORIES SEE CIVIL PLANSFOR SLOPE 10' PROPOSED SIDEYARD SETBACK 10' PROPOSED SIDEYARD SETBACK 10' PROPOSED REARYARD SETBACK 10' PROPOSEDREAR YARDSETBACK 10' PROPOSED SIDE YARD SETBACK 10' PROPOSEDFRONT YARDSETBACK 20' 5' 5' 24' 5' 5' EXISTING LIGHT POLE (TYP.) EXISTING SIGNAGE (TYP.) EXISTING SIDEWALK TO BE REMOVED EXISTING DRIVEWAY TO BE REMOVED EXISTING DRIVEWAY TO BE REMOVED ASPHALT DRIVE ASPHALT DRIVE COMMUNITYROOM 8' 6' 1 23 3 LOBBYENTRANCE 15.6' 13.46' 19.85' EXISTING STREET TREES AREAWELL SEE CIVIL PLANSFOR SLOPE ENTRANCE TOUNDERGROUND PARKING 11' NO BUILD EASEMENT 9' TYP. 4 BIKESTALLS PERIMETER ROAD PROPOSED PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPOSED PROPERTY LINE PROPOSED PROPERTY LINE PROPERTY LINE PROPERTY LINE 4 4 RETAINING WALLRETAINING WALL T T 18' TYP.24' 18' TYP.9' TYP. 10.42' LOT 2 4 44 4 5 5 5 5 66 6 LOT 1 12.06'10' LOBBYENTRANCE 6'2' CONC. WALK COMMUNITYROOM 78 7 8 9 9 9 AREAWELL 9.33' ELEC.METERSGASMETER ELEC.METERS GASMETER 9.31'11.33' RETAINING WALL FORMETER LOCATION BUILDING 241 UNIT34 UNDERGROUND STALLS3 STORIES PROJECT TITLE SHEET NUMBER SHEET TITLE ISSUED PROJECT NO.©Knothe & Bruce Architects, LLC Phone: 8401 Greenway Blvd., Suite 900608.836.3690 Middleton, WI 53562 1CA1011" = 20'-0"ARCHITECTURAL SITE PLAN1 INCH = GRAPHIC SCALE0 (24X36 SHEET) FT2020 40 60 SITE DEVELOPMENT DATA:ZONINGPD - PLANNED DEVELOPMENTDENSITIES:LOT 1LOT 2 LOT AREA46,579 S.F. / 1.06 ACRES37,916 S.F. / 0.87 ACRES DWELLING UNITS49 UNITS41 UNITSLOT AREA / D.U. 951 S.F. / D.U.924 S.F. / D.U.DENSITY46 UNITS / ACRE47 UNITS / ACREPERVIOUS / GREEN SPACE14,274 S.F. (31%)16,122 (43%)BUILDING HEIGHT 3 STORIES 3 STORIES (SEE ELEVATION SHEETS)RESIDENTIAL BUILDING AREA:50,634 S.F.41,523 S.F.GROSS AREA BUILDING AREA:69,679 S.F.56,046 S.F.DWELLING UNIT MIX:STUDIO 6 0ONE BEDROOM30 20ONE BED + DEN 0 2TWO BEDROOM13 19TOTAL 49 D.U.41 D.U.+ 41 STORAGE UNITSVEHICLE PARKING STALLS:UNDERGROUND GARAGE47 (INCL. 1 ADA)34 (INCL. 1 ADA)SURFACE26 (INCL. 1 ADA)14 TOTAL73 PARKING STALLS48 PARKING STALLS PARKING RATIO1.49 STALLS / D.U.1.17 STALLS / D.U. ARCHITECTURALSITE PLAN CA101 2025.04.17 - NEIGHBORHOOD MEETING2025.05.23 - PLAN COMMISSION SUBMITTAL2025.11.17 - SIP SUBMITTAL2026.03.23 - WHEDA REVIEW2026.04.22 - SIP RESUBMITTAL PERIMETER ROADDEVELOPMENT 101 PERIMETER RD.MT. HOREB, WI 2514 Page 37 of 127 lp16051189.64 E BUILDING 149 UNIT47 UNDERGROUND STALLS3 STORIES PERIMETER ROAD PROPOSED PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPOSED PROPERTY LINE PROPOSED PROPERTY LINE PROPERTY LINE PROPERTY LINE T T A LOT 2LOT 1 A BB B B B B C C CC C D 0.60.30.20.10.10.10.1 0.20.00.10.20.40.71.9 0.61.21.21.6 0.40.50.60.80.91.21.5 2.32.42.0 2.83.02.5 2.03.02.82.6 1.12.02.1 0.91.51.61.31.10.90.70.50.40.40.30.30.30.40.30.20.20.20.20.1 0.5 1.6 0.8 2.21.61.1 2.01.9 1.92.02.7 1.0 1.41.3 1.9 0.7 0.70.6 0.9 0.40.30.20.20.20.30.30.50.6 0.30.3 0.10.20.30.30.20.40.81.61.81.2 1.62.42.52.01.91.31.1 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0.10.00.00.00.00.0 0.10.00.00.00.00.0 0.10.00.00.00.00.0 0.10.00.00.00.00.00.00.0 0.10.00.00.00.00.00.00.0 0.00.00.00.0 0.00.00.00.0 0.00.00.00.00.0 0.00.00.00.00.0 0.10.10.00.00.0 0.10.10.10.00.00.0 0.10.10.10.00.00.0 0.10.10.00.00.0 0.10.10.00.00.0 0.10.00.00.0 0.10.00.00.0 0.10.00.00.0 0.10.00.00.0 0.10.00.00.0 0.10.00.00.0 0.00.00.00.0 0.10.00.00.0 0.10.00.00.0 0.10.10.00.0 0.20.10.00.0 0.20.10.00.0 0.10.10.00.0 0.10.10.00.0 0.10.10.10.0 0.10.10.10.0 0.10.10.10.0 0.10.10.10.0 0.10.10.10.0 0.10.10.00.0 0.20.10.00.0 0.20.10.00.0 0.10.10.00.0 0.10.00.00.0 0.10.00.00.0 0.00.00.00.0 0.00.00.00.0 0.10.00.00.0 0.10.00.00.0 0.10.00.00.0 0.10.00.00.0 0.10.00.00.0 0.00.00.00.0 0.00.00.00.0 0.00.10.1 0.00.10.2 0.00.10.2 0.00.00.10.3 0.00.10.1 0.00.10.1 0.10.10.2 0.10.20.3 0.10.20.4 0.10.20.4 0.10.20.3 0.10.20.3 0.10.10.2 0.10.10.2 0.10.10.1 0.00.10.1 0.00.00.1 0.00.00.1 0.00.00.0 0.00.00.0 0.00.00.0 0.00.00.0 0.00.00.0 0.00.00.0 0.00.00.0 0.00.00.0 0.00.00.1 0.00.00.1 0.00.0 0.00.00.0 0.00.00.1 0.00.10.1 0.00.10.1 0.10.10.2 0.10.10.2 0.10.10.2 0.10.10.2 0.10.1 0.00.10.1 0.00.10.1 0.00.00.1 0.00.00.0 0.00.00.0 0.00.00.0 0.00.00.0 0.00.00.00.0 0.00.00.0 0.00.00.0 0.00.00.0 1.11.91.12.6 1.01.80.71.6 1.60.72.91.1 0.41.21.01.6 0.71.5 0.41.21.01.6 0.51.21.01.6 0.51.21.01.6 0.51.61.13.4 1.71.02.10.5 1.01.81.31.8 1.01.90.61.3 0.91.10.51.1 1.01.80.61.3 1.41.50.61.0 1.11.81.41.3 1.11.50.60.9 1.40.91.60.5 1.40.91.60.51.11.50.60.9 1.00.61.41.5 0.90.81.61.4 1.00.51.51.3 1.31.0 0.51.50.81.2 1.10.61.61.4 0.61.40.81.2 1.20.62.71.4 0.40.72.01.23.4 0.81.71.21.2 1.91.71.91.10.50.40.20.2 0.70.80.80.80.7 0.50.60.60.60.6 0.40.50.50.50.50.60.60.60.60.60.50.50.50.50.5 0.60.60.60.60.60.60.70.70.70.60.60.60.60.60.6 0.70.80.80.80.80.80.80.80.80.80.70.70.80.70.7 0.90.91.01.01.00.90.91.01.00.90.90.91.01.00.9 1.01.11.21.21.11.11.11.11.11.11.11.11.21.11.0 1.21.31.41.41.31.21.21.21.21.21.21.31.31.41.3 1.61.61.71.61.41.31.21.21.21.21.31.51.61.61.5 2.01.91.91.81.51.31.21.21.21.21.31.61.81.91.8 2.42.12.01.81.51.31.21.21.21.21.41.61.92.12.0 2.22.12.01.81.51.31.21.21.21.21.41.61.92.12.0 1.81.81.81.71.41.31.21.21.21.21.41.61.81.91.8 1.31.41.51.51.31.21.21.21.21.21.31.51.61.61.4 1.11.21.31.31.21.11.11.21.21.21.21.31.31.31.2 0.91.01.11.11.01.01.01.11.11.01.01.11.21.11.0 0.80.90.90.90.90.90.91.00.90.9 0.70.70.70.70.70.70.70.70.70.7 0.50.60.60.60.60.60.60.60.60.50.5 0.40.40.50.50.50.50.50.50.50.50.40.40.4 0.30.40.40.40.40.40.40.4 0.30.30.30.30.30.30.40.4 0.20.30.30.30.30.30.3 0.20.20.20.30.30.3 0.20.20.30.30.3 0.20.30.30.30.30.4 0.30.30.40.40.4 0.40.40.40.50.5 0.50.50.60.60.7 0.60.70.70.70.8 0.80.90.91.00.8 0.91.01.11.11.0 1.11.21.31.41.3 1.31.41.61.71.6 1.81.82.02.02.1 2.22.12.22.32.6 2.42.12.22.42.8 2.01.92.12.22.6 1.61.81.92.12.5 1.31.51.51.61.7 1.11.21.21.21.2 0.91.01.00.90.9 0.70.80.80.70.7 0.60.60.60.50.5 0.40.40.40.40.4 0.30.30.30.30.3 0.30.30.30.30.3 1.11.82.62.82.22.0 1.01.62.32.52.11.7 1.01.31.41.31.1 1.91.92.62.93.43.73.23.02.32.01.61.3 0.40.40.50.50.50.2 0.30.40.40.40.50.60.60.70.80.50.2 0.40.40.40.50.60.70.80.90.90.80.5 0.50.50.50.60.70.91.01.11.11.11.0 0.60.50.60.70.91.01.21.31.31.41.4 0.50.60.70.80.91.11.31.51.61.72.0 0.40.50.70.81.01.21.41.71.82.12.3 0.30.40.60.81.01.21.41.61.92.12.1 0.91.11.31.51.81.92.01.81.51.00.4 1.01.21.41.61.71.71.41.31.00.4 0.91.11.31.41.51.51.31.10.90.6 0.60.91.01.21.21.31.31.11.00.90.7 0.40.40.40.50.60.80.91.01.11.11.11.00.90.70.6 0.40.40.50.50.60.70.90.90.90.90.90.80.70.60.5 0.50.50.50.50.60.70.80.80.80.70.70.60.60.50.4 0.70.70.70.60.60.70.70.70.60.60.50.50.50.40.4 0.90.90.90.80.70.70.70.60.50.50.40.40.40.30.3 1.11.11.10.90.90.80.70.50.50.40.40.40.30.30.2 1.31.31.21.11.00.80.70.50.40.30.30.30.30.30.2 1.61.61.41.21.10.90.70.50.30.30.30.30.30.20.2 2.01.81.61.31.10.90.70.40.30.30.30.30.20.20.2 2.32.01.71.41.10.90.70.40.30.30.30.30.20.20.2 2.32.01.71.41.10.90.70.50.30.30.30.30.30.20.2 2.11.91.71.41.10.90.70.50.40.30.30.30.30.30.2 1.81.71.61.31.11.00.80.60.50.40.40.40.40.30.3 1.41.51.41.21.11.00.90.70.60.50.50.40.40.40.3 1.21.21.21.11.01.00.90.90.70.60.60.50.50.40.4 1.01.01.00.90.91.01.01.00.90.80.70.70.60.50.4 0.80.80.80.80.91.01.11.11.01.00.90.90.80.60.5 0.60.60.70.70.81.01.11.21.21.21.11.10.90.80.6 0.50.50.60.70.91.11.21.31.41.41.31.21.00.90.7 0.40.50.60.81.01.11.31.41.51.71.61.41.10.90.6 0.40.50.70.91.01.21.41.51.81.81.81.51.21.00.4 0.40.50.70.91.11.31.51.71.92.12.01.81.40.80.4 0.40.60.81.01.11.31.51.82.02.22.22.11.40.60.3 0.40.60.70.91.11.31.51.71.91.92.3 0.40.50.70.81.01.21.31.51.51.7 0.40.50.60.70.91.11.21.21.31.3 0.30.40.50.60.70.91.01.01.01.00.6 0.60.70.80.90.80.50.3 0.50.60.7 0.00.00.00.00.10.10.10.20.30.30.30.20.20.10.10.20.20.20.40.40.40.4 0.00.00.00.00.10.10.10.10.10.20.20.10.10.10.10.10.10.20.20.20.20.2 0.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.2 0.00.10.10.10.20.40.50.40.30.20.10.10.20.40.50.40.30.20.20.20.20.2 0.10.10.10.20.21.35.23.61.30.30.10.10.31.74.33.11.00.30.20.20.20.2 0.80.70.60.50.40.40.82.11.81.10.40.10.10.20.81.81.50.80.30.10.00.00.00.00.00.0 C C E E E E D D D D D D DD D DD D DD DDDD DDD D D D D D D D D D D BUILDING 241 UNIT34 UNDERGROUND STALLS3 STORIES PROJECT TITLE SHEET NUMBER SHEET TITLE ISSUED PROJECT NO.©Knothe & Bruce Architects, LLC Phone: 8401 Greenway Blvd., Suite 900608.836.3690 Middleton, WI 53562 SITE LIGHTINGPLAN CA1021CA1021" = 20'-0"SITE LIGHTING PLAN1 INCH = GRAPHIC SCALE0 (24X36 SHEET) FT2020 40 60 PERIMETER ROADDEVELOPMENT 101 PERIMETER RD.MT. HOREB, WI 2514 LUMINAIRE SCHEDULESYMBOLLABELQTY. FILECATALOGDESCRIPTIONMOUNTINGMANUF. B6 LED POLE MOUNTLIGHT, 3000K, 80CRI,DARK BRONZE FINISHDSX0 LED P1 30KT4M MVOLT HSDSX0_LED_P1_30K_T4M_MVOLT_HS.ies14'-0" POLEON 2'-0"CONC. BASELITHONIALIGHTINGC7 LED 3" WAFERDOWNLIGHT, 3000K,MATTE BLACK FINISHWF3 LED 30KWF3_LED_30K.iesLITHONIALIGHTING 10'-0" ABOVEGRADE ONBUILDING A2 LED WALLPACK,3000K, 80CRI, DARKBRONZE FINISHWDGE1 LED P130K MVOLTWDGE1 LED P030K 80CRI VF.ies10'-0" ABOVEGRADE ONBUILDINGLITHONIALIGHTING LIGHT LEVEL STATISTICSDESCRIPTION SYMBOLAVG.MAX.MIN.MAX. / MIN.AVG. / MIN. EXAMPLE LIGHT FIXTURE DISTRIBUTION North Surface Parking & Drive Aislefcfcfc1.02.80.2:114.0:15.0 ISOLUX CONTOUR = 0.25 FCISOLUX CONTOUR = 0.5 FCISOLUX CONTOUR = 1.0 FCLIGHT FIXTURE Underground Driveway Entrance - Building 1fcfcfc2.53.71.3:12.8 :11.9 South Surface Parking & Drive Aislefcfcfc0.92.30.2:111.5:14.5 2025.04.17 - NEIGHBORHOOD MEETING2025.05.23 - PLAN COMMISSION SUBMITTAL2025.11.17 - SIP SUBMITTAL2026.04.22 - SIP RESUBMITTAL Underground Driveway Entrance - Building 2fcfcfc1.82.81.0:12.8 :11.8 D32 LED WALL SCONCE,3000K, 80CRI, BLACKFINISHB8907-TBKB8907-TBK.iesHUDSONVALLEY 7'-0" ABOVEGRADE ONBUILDINGE4 28" LED BOLLARD,2700K, 80CRI, BLACKFINISHEB82229-BK-UNVEB82229-BK-UNV.iesKUZCOLIGHTING 28" BOLLARDON FLUSHCONC. BASE Page 38 of 127 lp16051189.64 E BUILDING 149 UNIT47 UNDERGROUND STALLS3 STORIES PERIMETER ROAD T T LOT 2LOT 1 BUILDING 241 UNIT34 UNDERGROUND STALLS3 STORIES PROJECT TITLE SHEET NUMBER SHEET TITLE ISSUED PROJECT NO.©Knothe & Bruce Architects, LLC Phone: 8401 Greenway Blvd., Suite 900608.836.3690 Middleton, WI 53562 PERVIOUS/GREEN SPACE CA1031CA1031" = 20'-0"PERVIOUS/GREEN SPACE PERVIOUS AREA / GREEN SPACE LOT 1LOT 2LOT AREA46,579 S.F.37,916 S.F.PROPOSED GREEN SPACE14,274 S.F. / 31%16,122 S.F. / 43% 1 INCH = GRAPHIC SCALE0 (24X36 SHEET) FT2020 40 60 PERIMETER ROADDEVELOPMENT 101 PERIMETER RD.MT. HOREB, WI 2514 2025.04.17 - NEIGHBORHOOD MEETING2025.05.23 - PLAN COMMISSION SUBMITTAL2025.11.17 - SIP SUBMITTAL2026.04.22 - SIP RESUBMITTAL Page 39 of 127 AC201.1 2 AC202.1 2 AC201.1 3 AC202.1 1 AC202.1 3 47 RESIDENTIAL ONLY VEHICLE PARKING STALLS 2 'EV CAPABLE' VEHICLE PARKING STALLS 19 FLOOR MOUNT BIKE RACKS 26 WALL MOUNT BIKE RACKS 72'-0" 72'-0" 75'-5 17/32" 192'-9 45/64" 141'-10 31/64" 18'-0" 24'-0" 18'-0" 18'-0" 24'-0" 18'-0" 8'-0" TYP. 9'-0" 126'-4 3/4" 8'-0" 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 47 EV CAPABLE 46 EV CAPABLE STAIR A STAIR B MECH. TRASH ELEV. ST-28 ST-27 ST-26 ST-25 ST-24 ST-23 ST-22 ST-21 ST-20 ST-19 S T-18 ST-17 ST-16 ST-15 ST-14 ST-13 ST-12 ST-11 ST-10 ST-09 ST-08 ST-07 ST-06 ST-05 ST-04 ST-03 ST-02 ST-01 TYPICAL WALL MOUNT BIKE RACK N © Knothe & Bruce Architects, LLC PROJECT NUMBER SHEET NUMBER SHEET TITLE PROJECT ISSUED FOR 2025.05.23 PC SUBMITTAL PERIMETER ROAD DEVELOPMENT BUILDING NO.1 101 PERIMETER RD. MT. HOREB, WI BUILDING #1 BASEMENT FLOOR PLAN AC100.1 2514 2025.11.17 SIP SUBMITTAL 2026.04.22 SIP RESUBMITTAL 1/8" = 1'-0" AC100.1 1 BASEMENT FLOOR PLAN Page 40 of 127 AC201.1 2 AC201.1 1 AC202.1 2 AC201.1 3 AC202.1 1 AC202.1 3 611 SF STYLE F #104 STUDIO 761 SF STYLE B1 #105 ONE BEDROOM 1205 SF STYLE D #107 TWO BEDROOM 654 SF STYLE E #110 STUDIO 761 SF STYLE B1 #112 ONE BEDROOM 777 SF STYLE C1 #114 ONE BEDROOM 777 SF STYLE C1 #116 ONE BEDROOM 763 SF STYLE B1 #118 ONE BEDROOM 1156 SF STYLE A1.1 #120 TWO BEDROOM 1166 SF STYLE A1 #119 TWO BEDROOM 761 SF STYLE B1 #117 ONE BEDROOM 777 SF STYLE C1 #115 ONE BEDROOM 777 SF STYLE C1 #113 ONE BEDROOM 761 SF STYLE B1 #111 ONE BEDROOM 761 SF STYLE B1 #109 ONE BEDROOM STAIR B ELEV. MECH. STAIR A CAFÉ MAIL LOBBY VESTIBULE FITNESS TOILET MECH. PARCEL OFFICE ST-29 N © Knothe & Bruce Architects, LLC PROJECT NUMBER SHEET NUMBER SHEET TITLE PROJECT ISSUED FOR 2025.05.23 PC SUBMITTAL PERIMETER ROAD DEVELOPMENT BUILDING NO.1 101 PERIMETER RD. MT. HOREB, WI BUILDING #1 FIRST FLOOR PLAN AC101.1 2514 2025.11.17 SIP SUBMITTAL 2026.04.22 SIP RESUBMITTAL 1/8" = 1'-0" AC101.1 1 FIRST FLOOR PLAN Page 41 of 127 AC201.1 2 AC201.1 1 AC202.1 2 AC201.1 3 AC202.1 1 AC202.1 3 617 SF STYLE F #204 STUDIO 761 SF STYLE B (TYPE A) #205 ONE BEDROOM 1205 SF STYLE D #207 TWO BEDROOM 654 SF STYLE E #210 STUDIO 761 SF STYLE B #212 ONE BEDROOM 777 SF STYLE C #214 ONE BEDROOM 777 SF STYLE C #216 ONE BEDROOM 763 SF STYLE B #218 ONE BEDROOM 1156 SF STYLE A.1 #220 TWO BEDROOM 1166 SF STYLE A #219 TWO BEDROOM 761 SF STYLE B #217 ONE BEDROOM 777 SF STYLE C #215 ONE BEDROOM 777 SF STYLE C #213 ONE BEDROOM 761 SF STYLE B #211 ONE BEDROOM 761 SF STYLE B #209 ONE BEDROOM STAIR B ELEV. MECH. STAIR A 1156 SF STYLE A.1 #202 TWO BEDROOM 1166 SF STYLE A #201 TWO BEDROOM ST-30 N © Knothe & Bruce Architects, LLC PROJECT NUMBER SHEET NUMBER SHEET TITLE PROJECT ISSUED FOR 2025.05.23 PC SUBMITTAL PERIMETER ROAD DEVELOPMENT BUILDING NO.1 101 PERIMETER RD. MT. HOREB, WI BUILDING #1 SECOND FLOOR PLAN AC102.1 2514 2025.11.17 SIP SUBMITTAL 2026.04.22 SIP RESUBMITTAL 1/8" = 1'-0" AC102.1 1 SECOND FLOOR PLAN Page 42 of 127 AC201.1 2 AC201.1 1 AC202.1 2 AC201.1 3 AC202.1 1 AC202.1 3 611 SF STYLE F #304 STUDIO 906 SF STYLE G #305 ONE BEDROOM 1205 SF STYLE D #307 TWO BEDROOM 654 SF STYLE E #310 STUDIO 761 SF STYLE B #312 ONE BEDROOM 777 SF STYLE C #314 ONE BEDROOM 777 SF STYLE C #316 ONE BEDROOM 763 SF STYLE B #318 ONE BEDROOM 1156 SF STYLE A.1 #320 TWO BEDROOM 1166 SF STYLE A #319 TWO BEDROOM 906 SF STYLE G #317 ONE BEDROOM 777 SF STYLE C #315 ONE BEDROOM 777 SF STYLE C #313 ONE BEDROOM 761 SF STYLE B #311 ONE BEDROOM 761 SF STYLE B #309 ONE BEDROOM STAIR B ELEV. MECH. 1162 SF STYLE A.1 #302 TWO BEDROOM 1166 SF STYLE A #301 TWO BEDROOM ST-31 © Knothe & Bruce Architects, LLC PROJECT NUMBER SHEET NUMBER SHEET TITLE PROJECT ISSUED FOR 2025.05.23 PC SUBMITTAL PERIMETER ROAD DEVELOPMENT BUILDING NO.1 101 PERIMETER RD. MT. HOREB, WI BUILDING #1 THIRD FLOOR PLAN AC103.1 2514 2025.11.17 SIP SUBMITTAL 2026.04.22 SIP RESUBMITTAL 1/8" = 1'-0" AC103.1 1 THIRD FLOOR PLAN Page 43 of 127 AC201.1 2 AC201.1 1 AC202.1 2 AC201.1 3 AC202.1 1 AC202.1 3 N © Knothe & Bruce Architects, LLC PROJECT NUMBER SHEET NUMBER SHEET TITLE PROJECT ISSUED FOR 2025.05.23 PC SUBMITTAL PERIMETER ROAD DEVELOPMENT BUILDING NO.1 101 PERIMETER RD. MT. HOREB, WI BUILDING #1 ROOF PLAN AC104.1 2514 2025.11.17 SIP SUBMITTAL 2026.04.22 SIP RESUBMITTAL 1/8" = 1'-0" AC104.1 1 ROOF PLAN Page 44 of 127 FIRST FLOOR 100' -0" SECOND FLOOR 111' -1 7/8" THIRD FLOOR 122' -3 3/4" 03 02 02 01 04 05 MID-SLOPE 39'-6" FIRST FLOOR 100' -0" SECOND FLOOR 111' -1 7/8" THIRD FLOOR 122' -3 3/4" 08 05 09 01 03 02 03 04 06 FIRST FLOOR 100' -0" SECOND FLOOR 111' -1 7/8" THIRD FLOOR 122' -3 3/4" BASEMENT 90' -8" 01 03 02 02 05 07 04 © Knothe & Bruce Architects, LLC PROJECT NUMBER SHEET NUMBER SHEET TITLE PROJECT ISSUED FOR 2025.05.23 PC SUBMITTAL PERIMETER ROAD DEVELOPMENT BUILDING NO.1 101 PERIMETER RD. MT. HOREB, WI BUILDING #1 EXTERIOR ELEVATIONS AC201.1 2514 2025.11.17 SIP SUBMITTAL 2026.04.22 SIP RESUBMITTAL EXTERIOR MATERIAL SCHEDULE MARK BUILDING ELEMENT MANUFACTURER COLOR 01 VERTICAL METAL SIDING CHAMCLAD 6" SHADOWLINE PANEL CINNAMON WALNUT 02 COMPOSITE LAP SIDING 6" EXPOSURE JAMES HARDIE AGED PEWTER 03 COMPOSITE PANEL JAMES HARDIE MIDNIGHT BLACK 04 WRAPPED COLUMN JAMES HARDIE MIDNIGHT BLACK 05 STONE VENEER HALQUIST "KENSINGTON FULL COLOR" BLEND 06 CAST STONE BANDS & SILLS BIG RIVER SMOOTH 14-31 07 RAILINGS & HANDRAILS SUPERIOR BLACK 08 ASPHALT SHINGLES CERTAINTEED CINDER BLACK 09 COMPOSITE WINDOWS ANDERSEN BLACK EXTERIOR / WHITE I NTERIOR 1/8" = 1'-0" AC201.1 2 SOUTH ELEVATION 1/8" = 1'-0" AC201.1 1 EAST ELEVATION 1/8" = 1'-0" AC201.1 3 NORTHEAST ELEVATION Page 45 of 127 FIRST FLOOR 100' -0" SECOND FLOOR 111' -1 7/8" THIRD FLOOR 122' -3 3/4" BASEMENT 90' -8" 07 01 03 02 02 04 05 06 FIRST FLOOR 100' -0" SECOND FLOOR 111' -1 7/8" THIRD FLOOR 122' -3 3/4" BASEMENT 90' -8" 01 08 03 02 05 04 07 FIRST FLOOR 100' -0" SECOND FLOOR 111' -1 7/8" THIRD FLOOR 122' -3 3/4" 01 03 09 05 02 02 © Knothe & Bruce Architects, LLC PROJECT NUMBER SHEET NUMBER SHEET TITLE PROJECT ISSUED FOR 2025.05.23 PC SUBMITTAL PERIMETER ROAD DEVELOPMENT BUILDING NO.1 101 PERIMETER RD. MT. HOREB, WI BUILDING #1 EXTERIOR ELEVATIONS AC202.1 2514 2025.11.17 SIP SUBMITTAL 2026.04.22 SIP RESUBMITTAL 1/8" = 1'-0" AC202.1 1 SOUTHWEST ELEVATION ALONG PERIMETER RD. 1/8" = 1'-0" AC202.1 3 NORTHWEST ELEVATION 1/8" = 1'-0" AC202.1 2 NORTH ELEVATION EXTERIOR MATERIAL SCHEDULE MARK BUILDING ELEMENT MANUFACTURER COLOR 01 VERTICAL METAL SIDING CHAMCLAD 6" SHADOWLINE PANEL CINNAMON WALNUT 02 COMPOSITE LAP SIDING 6" EXPOSURE JAMES HARDIE AGED PEWTER 03 COMPOSITE PANEL JAMES HARDIE MIDNIGHT BLACK 04 WRAPPED COLUMN JAMES HARDIE MIDNIGHT BLACK 05 STONE VENEER HALQUIST "KENSINGTON FULL COLOR" BLEND 06 CAST STONE BANDS & SILLS BIG RIVER SMOOTH 14-31 07 RAILINGS & HANDRAILS SUPERIOR BLACK 08 ASPHALT SHINGLES CERTAINTEED CINDER BLACK 09 COMPOSITE WINDOWS ANDERSEN BLACK EXTERIOR / WHITE I NTERIOR Page 46 of 127 FIRST FLOOR 100' -0" SECOND FLOOR 111' -1 7/8" THIRD FLOOR 122' -3 3/4" 03 02 02 01 05 04 MID-SLOPE 39'-6" FIRST FLOOR 100' -0" SECOND FLOOR 111' -1 7/8" THIRD FLOOR 122' -3 3/4" BASEMENT 90' -8" 01 03 02 02 05 04 07 FIRST FLOOR 100' -0" SECOND FLOOR 111' -1 7/8" THIRD FLOOR 122' -3 3/4" 08 05 09 01 03 02 03 04 06 © Knothe & Bruce Architects, LLC PROJECT NUMBER SHEET NUMBER SHEET TITLE PROJECT ISSUED FOR 2025.05.23 PC SUBMITTAL PERIMETER ROAD DEVELOPMENT BUILDING NO.1 101 PERIMETER RD. MT. HOREB, WI BUILDING #1 EXTERIOR ELEVATIONS COLORED AC203.1 2514 2025.11.17 SIP SUBMITTAL 2026.04.22 SIP RESUBMITTAL EXTERIOR MATERIAL SCHEDULE MARK BUILDING ELEMENT MANUFACTURER COLOR 01 VERTICAL METAL SIDING CHAMCLAD 6" SHADOWLINE PANEL CINNAMON WALNUT 02 COMPOSITE LAP SIDING 6" EXPOSURE JAMES HARDIE AGED PEWTER 03 COMPOSITE PANEL JAMES HARDIE MIDNIGHT BLACK 04 WRAPPED COLUMN JAMES HARDIE MIDNIGHT BLACK 05 STONE VENEER HALQUIST "KENSINGTON FULL COLOR" BLEND 06 CAST STONE BANDS & SILLS BIG RIVER SMOOTH 14-31 07 RAILINGS & HANDRAILS SUPERIOR BLACK 08 ASPHALT SHINGLES CERTAINTEED CINDER BLACK 09 COMPOSITE WINDOWS ANDERSEN BLACK EXTERIOR / WHITE I NTERIOR 1/8" = 1'-0" AC203.1 2 SOUTH ELEVATION 1/8" = 1'-0" AC203.1 3 NORTHEAST ELEVATION 1/8" = 1'-0" AC203.1 1 EAST ELEVATION Page 47 of 127 FIRST FLOOR 100' -0" SECOND FLOOR 111' -1 7/8" THIRD FLOOR 122' -3 3/4" BASEMENT 90' -8" 01 03 02 02 04 05 06 07 FIRST FLOOR 100' -0" SECOND FLOOR 111' -1 7/8" THIRD FLOOR 122' -3 3/4" BASEMENT 90' -8" 01 08 03 02 05 04 07 FIRST FLOOR 100' -0" SECOND FLOOR 111' -1 7/8" THIRD FLOOR 122' -3 3/4" © Knothe & Bruce Architects, LLC PROJECT NUMBER SHEET NUMBER SHEET TITLE PROJECT ISSUED FOR 2025.05.23 PC SUBMITTAL PERIMETER ROAD DEVELOPMENT BUILDING NO.1 101 PERIMETER RD. MT. HOREB, WI BUILDING #1 EXTERIOR ELEVATIONS COLORED AC204.1 2514 2025.11.17 SIP SUBMITTAL 2026.04.22 SIP RESUBMITTAL 1/8" = 1'-0" AC204.1 1 ELEVATION - SOUTHWEST 1/8" = 1'-0" AC204.1 3 ELEVATION - NORTHWEST 1/8" = 1'-0" AC204.1 2 ELEVATION - NORTH EXTERIOR MATERIAL SCHEDULE MARK BUILDING ELEMENT MANUFACTURER COLOR 01 VERTICAL METAL SIDING CHAMCLAD 6" SHADOWLINE PANEL CINNAMON WALNUT 02 COMPOSITE LAP SIDING 6" EXPOSURE JAMES HARDIE AGED PEWTER 03 COMPOSITE PANEL JAMES HARDIE MIDNIGHT BLACK 04 WRAPPED COLUMN JAMES HARDIE MIDNIGHT BLACK 05 STONE VENEER HALQUIST "KENSINGTON FULL COLOR" BLEND 06 CAST STONE BANDS & SILLS BIG RIVER SMOOTH 14-31 07 RAILINGS & HANDRAILS SUPERIOR BLACK 08 ASPHALT SHINGLES CERTAINTEED CINDER BLACK 09 COMPOSITE WINDOWS ANDERSEN BLACK EXTERIOR / WHITE I NTERIOR Page 48 of 127 FD FD FD FD FD FD FD FD FD FD UP UP DN - - - - MECH. TRASH RECYCLE STAIR B STAIR A ELEV. 34 RESIDENTIAL ONLY VEHICLE PARKING STALLS 2 'EV CAPABLE' VEHICLE PARKING STALLS 17 WALL MOUNT BIKE STALLS 9'-0" TYP. 8'-0" 8'-0" AC203.2 1 AC203.2 2 AC204.2 1 AC204.2 2 18'-0" TYP. 24'-0" 18'-0" TYP. 3 5 6 7 8 9 1 EV CAPABLE 2 EV CAPABLE 4 10 11 12 13 14 15 16 17 18 19 20 21 23 22 24 25 26 27 28 29 30 31 32 33 34 ST -29 ST -28 ST -27 ST -26 ST -25 ST -24 ST -23 ST -22 ST -21 ST -20 ST -19 ST -18 ST -17 ST -16 ST -15 ST -14 ST -13 ST -12 ST -11 ST -10 ST -09 ST -08 ST -07 ST -03 ST -02 ST -01 ST -30 ST -31 ST -32 ST -33 ST -34 ST -35 ST -36 ST -37 ST -38 ST -06 ST -05 ST -04 15'-0" 203'-0" 2'-0" 67'-0" 2'-0" N © Knothe & Bruce Architects, LLC PROJECT NUMBER SHEET NUMBER SHEET TITLE PROJECT ISSUED FOR KEY PLAN 2025.04.17 - NEIGHBORHOOD MEETING PERIMETER ROAD DEVELOPMENT BUILDING NO.2 101 PERIMETER RD. MT. HOREB, WI BUILDING #2 BASEMENT FLOOR PLAN AC100.2 2514 2025.05.23 - PLAN COM. SUBMITTAL 2025.11.17 - SIP SUBMITTAL 2026.03.23 - WHEDA REVIEW 2026.04.22 - SIP RESUBMITTAL 1/8" = 1'-0" AC100.2 1 BASEMENT FLOOR PLAN Page 49 of 127 DN DN - - - - STAIR MECH. STORAGE STAIR LOBBY VESTIBULE TOILET MECH. MAIL ELEV. TRASH AC203.2 1 AC203.2 2 AC204.2 1 AC204.2 2 1056 SF STYLE B #114 TWO BEDROOM 693 SF STYLE D #112 ONE BEDROOM 737 SF STYLE E1 #110 ONE BEDROOM 692 SF STYLE D #108 ONE BEDROOM 715 SF STYLE E #106 ONE BEDROOM 936 SF STYLE J #104 TWO BEDROOM 714 SF STYLE E #103 ONE BEDROOM 712 SF STYLE F1 #105 ONE BEDROOM 876 SF STYLE H #107 TWO BEDROOM 874 SF STYLE G #111 TWO BEDROOM 690 SF STYLE F #113 ONE BEDROOM 1076 SF STYLE C #115 TWO BEDROOM 798 SF STYLE L #102 ONE BEDROOM OFFICE PARCEL COMMUNITY N © Knothe & Bruce Architects, LLC PROJECT NUMBER SHEET NUMBER SHEET TITLE PROJECT ISSUED FOR KEY PLAN 2025.04.17 - NEIGHBORHOOD MEETING PERIMETER ROAD DEVELOPMENT BUILDING NO.2 101 PERIMETER RD. MT. HOREB, WI BUILDING #2 FIRST FLOOR PLAN AC101.2 2514 2025.05.23 - PLAN COM. SUBMITTAL 2025.11.17 - SIP SUBMITTAL 2026.03.23 - WHEDA REVIEW 2026.04.22 - SIP RESUBMITTAL 1/8" = 1'-0" AC101.2 1 FIRST FLOOR PLAN Page 50 of 127 AC202.2 1 AC202.2 2 AC201.2 1 AC201.2 2 - - - - - - - - AC203.2 1 AC203.2 2 AC204.2 1 AC204.2 2 STAIR MECH. STORAGE STAIR ELEV. TRASH 1056 SF STYLE B #214 TWO BEDROOM 693 SF STYLE D #212 ONE BEDROOM 737 SF STYLE E1 #210 ONE BEDROOM 692 SF STYLE D #208 ONE BEDROOM 715 SF STYLE E (TYPE A) #206 ONE BEDROOM 935 SF STYLE J #204 TWO BEDROOM 714 SF STYLE E #203 ONE BEDROOM 712 SF STYLE F1 #205 ONE BEDROOM 876 SF STYLE H #207 TWO BEDROOM 874 SF STYLE G (TYPE A) #211 TWO BEDROOM 689 SF STYLE F #213 ONE BEDROOM 1076 SF STYLE C #215 TWO BEDROOM 1069 SF STYLE A #202 TWO BEDROOM 1068 SF STYLE A #201 TWO BEDROOM N © Knothe & Bruce Architects, LLC PROJECT NUMBER SHEET NUMBER SHEET TITLE PROJECT ISSUED FOR KEY PLAN 2025.04.17 - NEIGHBORHOOD MEETING PERIMETER ROAD DEVELOPMENT BUILDING NO.2 101 PERIMETER RD. MT. HOREB, WI BUILDING #2 SECOND FLOOR PLAN AC102.2 2514 2025.05.23 - PLAN COM. SUBMITTAL 2025.11.17 - SIP SUBMITTAL 2026.03.23 - WHEDA REVIEW 2026.04.22 - SIP RESUBMITTAL 1/8" = 1'-0" AC102.2 1 SECOND FLOOR PLAN Page 51 of 127 AC202.2 1 AC202.2 2 AC201.2 1 AC201.2 2 - - - - - - - - AC203.2 1 AC203.2 2 AC204.2 1 AC204.2 2 STAIR MECH. STORAGE STAIR ELEV. TRASH 1056 SF STYLE B #314 TWO BEDROOM 693 SF STYLE D #312 ONE BEDROOM 715 SF STYLE E #310 ONE BEDROOM 692 SF STYLE D #308 ONE BEDROOM 715 SF STYLE E (TYPE A) #306 ONE BEDROOM 913 SF STYLE J #304 TWO BEDROOM 847 SF STYLE K #303 ONE BEDROOM + DEN 690 SF STYLE F #305 ONE BEDROOM 876 SF STYLE H #307 TWO BEDROOM 852 SF STYLE G #311 TWO BEDROOM 828 SF STYLE K1 #313 ONE BEDROOM + DEN 1076 SF STYLE C #315 TWO BEDROOM 1069 SF STYLE A #302 TWO BEDROOM 1068 SF STYLE A #301 TWO BEDROOM N © Knothe & Bruce Architects, LLC PROJECT NUMBER SHEET NUMBER SHEET TITLE PROJECT ISSUED FOR KEY PLAN 2025.04.17 - NEIGHBORHOOD MEETING PERIMETER ROAD DEVELOPMENT BUILDING NO.2 101 PERIMETER RD. MT. HOREB, WI BUILDING #2 THIRD FLOOR PLAN AC103.2 2514 2025.05.23 - PLAN COM. SUBMITTAL 2025.11.17 - SIP SUBMITTAL 2026.03.23 - WHEDA REVIEW 2026.04.22 - SIP RESUBMITTAL 1/8" = 1'-0" AC103.2 1 THIRD FLOOR PLAN Page 52 of 127 AC202.2 1 AC202.2 2 AC201.2 1 AC201.2 2 - - - - - - - - AC203.2 1 AC203.2 2 AC204.2 1 AC204.2 2 N © Knothe & Bruce Architects, LLC PROJECT NUMBER SHEET NUMBER SHEET TITLE PROJECT ISSUED FOR KEY PLAN 2025.04.17 - NEIGHBORHOOD MEETING PERIMETER ROAD DEVELOPMENT BUILDING NO.2 101 PERIMETER RD. MT. HOREB, WI BUILDING #2 ROOF PLAN AC104.2 2514 2025.05.23 - PLAN COM. SUBMITTAL 2025.11.17 - SIP SUBMITTAL 2026.03.23 - WHEDA REVIEW 2026.04.22 - SIP RESUBMITTAL 1/8" = 1'-0" AC104.2 1 ROOF PLAN Page 53 of 127 FIRST FLOOR 100' -0" SECOND FLOOR 111' -1 7/8" THIRD FLOOR 122' -3 3/4" 11 01 04 02 01 03 08 10 04 02 04 05 01 03 12 02 01 01 04 MID-SLOPE 39'-0" FIRST FLOOR 100' -0" SECOND FLOOR 111' -1 7/8" THIRD FLOOR 122' -3 3/4" 11 01 01 02 02 01 06 © Knothe & Bruce Architects, LLC PROJECT NUMBER SHEET NUMBER SHEET TITLE PROJECT ISSUED FOR KEY PLAN 2025.04.17 - NEIGHBORHOOD MEETING PERIMETER ROAD DEVELOPMENT BUILDING NO.2 101 PERIMETER RD. MT. HOREB, WI BUILDING #2 EXTERIOR ELEVATIONS AC201.2 2514 2025.05.23 - PLAN COM. SUBMITTAL 2025.11.17 - SIP SUBMITTAL 2026.03.23 - WHEDA REVIEW 2026.04.22 - SIP RESUBMITTAL EXTERIOR MATERIAL SCHEDULE MARK BUILDING ELEMENT MANUFACTURER COLOR 01 COMPOSITE LAP SIDING 6" JAMES HARDIE NIGHT GRAY 02 COMPOSITE LAP SIDING 6" JAMES HARDIE - WOODTONE ROS EWOOD - RUSTIC SERIES 03 COMPOSITE PANEL JAMES HARDIE MIDNIGHT BLACK 04 COMPOSITE LAP SIDING 6" JAMES HARDIE AGED PEWTER 05 COMPOSITE TRIM JAMES HARDIE MATCH ADJACENT MATERIAL 06 STONE VENEER HALQUIST KENSINGTON FULL COLOR BLEND 07 CAST STONE BANDS & SILLS BIG RIVER SMOOTH 14-31 08 RAILINGS & HANDRAILS SUPERIOR BLACK 09 ALUMINIUM STOREFRONT KAWNEER BLACK 10 COMPOSITE WINDOWS LINDSAY OR CONTOUR BLACK 11 ASHPALT SHINGLES CERTAINTEED CINDER BLACK 12 STANDING SEAM METAL ROOF TBD GRAY 1/8" = 1'-0" AC201.2 1 WEST ELEVATION 1/8" = 1'-0" AC201.2 2 NORTH ELEVATION Page 54 of 127 FIRST FLOOR 100' -0" SECOND FLOOR 111' -1 7/8" THIRD FLOOR 122' -3 3/4" 11 02 01 04 02 01 04 02 01 04 07 06 03 12 08 FIRST FLOOR 100' -0" SECOND FLOOR 111' -1 7/8" THIRD FLOOR 122' -3 3/4" 11 02 01 06 07 © Knothe & Bruce Architects, LLC PROJECT NUMBER SHEET NUMBER SHEET TITLE PROJECT ISSUED FOR KEY PLAN 2025.04.17 - NEIGHBORHOOD MEETING PERIMETER ROAD DEVELOPMENT BUILDING NO.2 101 PERIMETER RD. MT. HOREB, WI BUILDING #2 EXTERIOR ELEVATIONS AC202.2 2514 2025.05.23 - PLAN COM. SUBMITTAL 2025.11.17 - SIP SUBMITTAL 2026.03.23 - WHEDA REVIEW 2026.04.22 - SIP RESUBMITTAL EXTERIOR MATERIAL SCHEDULE MARK BUILDING ELEMENT MANUFACTURER COLOR 01 COMPOSITE LAP SIDING 6" JAMES HARDIE NIGHT GRAY 02 COMPOSITE LAP SIDING 6" JAMES HARDIE - WOODTONE ROS EWOOD - RUSTIC SERIES 03 COMPOSITE PANEL JAMES HARDIE MIDNIGHT BLACK 04 COMPOSITE LAP SIDING 6" JAMES HARDIE AGED PEWTER 05 COMPOSITE TRIM JAMES HARDIE MATCH ADJACENT MATERIAL 06 STONE VENEER HALQUIST KENSINGTON FULL COLOR BLEND 07 CAST STONE BANDS & SILLS BIG RIVER SMOOTH 14-31 08 RAILINGS & HANDRAILS SUPERIOR BLACK 09 ALUMINIUM STOREFRONT KAWNEER BLACK 10 COMPOSITE WINDOWS LINDSAY OR CONTOUR BLACK 11 ASHPALT SHINGLES CERTAINTEED CINDER BLACK 12 STANDING SEAM METAL ROOF TBD GRAY 1/8" = 1'-0" AC202.2 1 ELEVATION - EAST 1/8" = 1'-0" AC202.2 2 ELEVATION - SOUTH Page 55 of 127 FIRST FLOOR 100' -0" SECOND FLOOR 111' -1 7/8" THIRD FLOOR 122' -3 3/4" 11 01 04 02 01 03 08 10 04 02 04 05 01 03 12 02 01 01 04 MID-SLOPE 39'-0" FIRST FLOOR 100' -0" SECOND FLOOR 111' -1 7/8" THIRD FLOOR 122' -3 3/4" 11 01 01 02 02 01 06 © Knothe & Bruce Architects, LLC PROJECT NUMBER SHEET NUMBER SHEET TITLE PROJECT ISSUED FOR KEY PLAN 2025.04.17 - NEIGHBORHOOD MEETING PERIMETER ROAD DEVELOPMENT BUILDING NO.2 101 PERIMETER RD. MT. HOREB, WI BUILDING #2 EXTERIOR ELEVATIONS COLORED AC203.2 2514 2025.05.23 - PLAN COM. SUBMITTAL 2025.11.17 - SIP SUBMITTAL 2026.03.23 - WHEDA REVIEW 2026.04.22 - SIP RESUBMITTAL EXTERIOR MATERIAL SCHEDULE MARK BUILDING ELEMENT MANUFACTURER COLOR 01 COMPOSITE LAP SIDING 6" JAMES HARDIE NIGHT GRAY 02 COMPOSITE LAP SIDING 6" JAMES HARDIE - WOODTONE ROS EWOOD - RUSTIC SERIES 03 COMPOSITE PANEL JAMES HARDIE MIDNIGHT BLACK 04 COMPOSITE LAP SIDING 6" JAMES HARDIE AGED PEWTER 05 COMPOSITE TRIM JAMES HARDIE MATCH ADJACENT MATERIAL 06 STONE VENEER HALQUIST KENSINGTON FULL COLOR BLEND 07 CAST STONE BANDS & SILLS BIG RIVER SMOOTH 14-31 08 RAILINGS & HANDRAILS SUPERIOR BLACK 09 ALUMINIUM STOREFRONT KAWNEER BLACK 10 COMPOSITE WINDOWS LINDSAY OR CONTOUR BLACK 11 ASHPALT SHINGLES CERTAINTEED CINDER BLACK 12 STANDING SEAM METAL ROOF TBD GRAY 1/8" = 1'-0" AC203.2 1 WEST ELEVATION 1/8" = 1'-0" AC203.2 2 NORTH ELEVATION Page 56 of 127 FIRST FLOOR 100' -0" SECOND FLOOR 111' -1 7/8" THIRD FLOOR 122' -3 3/4" 11 02 01 04 02 01 04 02 01 04 07 06 03 12 08 FIRST FLOOR 100' -0" SECOND FLOOR 111' -1 7/8" THIRD FLOOR 122' -3 3/4" 11 02 01 06 07 © Knothe & Bruce Architects, LLC PROJECT NUMBER SHEET NUMBER SHEET TITLE PROJECT ISSUED FOR KEY PLAN 2025.04.17 - NEIGHBORHOOD MEETING PERIMETER ROAD DEVELOPMENT BUILDING NO.2 101 PERIMETER RD. MT. HOREB, WI BUILDING #2 EXTERIOR ELEVATIONS COLORED AC204.2 2514 2025.05.23 - PLAN COM. SUBMITTAL 2025.11.17 - SIP SUBMITTAL 2026.03.23 - WHEDA REVIEW 2026.04.22 - SIP RESUBMITTAL EXTERIOR MATERIAL SCHEDULE MARK BUILDING ELEMENT MANUFACTURER COLOR 01 COMPOSITE LAP SIDING 6" JAMES HARDIE NIGHT GRAY 02 COMPOSITE LAP SIDING 6" JAMES HARDIE - WOODTONE ROS EWOOD - RUSTIC SERIES 03 COMPOSITE PANEL JAMES HARDIE MIDNIGHT BLACK 04 COMPOSITE LAP SIDING 6" JAMES HARDIE AGED PEWTER 05 COMPOSITE TRIM JAMES HARDIE MATCH ADJACENT MATERIAL 06 STONE VENEER HALQUIST KENSINGTON FULL COLOR BLEND 07 CAST STONE BANDS & SILLS BIG RIVER SMOOTH 14-31 08 RAILINGS & HANDRAILS SUPERIOR BLACK 09 ALUMINIUM STOREFRONT KAWNEER BLACK 10 COMPOSITE WINDOWS LINDSAY OR CONTOUR BLACK 11 ASHPALT SHINGLES CERTAINTEED CINDER BLACK 12 STANDING SEAM METAL ROOF TBD GRAY 1/8" = 1'-0" AC204.2 1 EAST ELEVATION 1/8" = 1'-0" AC204.2 2 SOUTH ELEVATION Page 57 of 127 4. Grading and Stormwater Management Plan The following engineering exhibits address all grading and stormwater requirements. Page 58 of 127 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX E STMSTM STM STM STMSTM STM STM STM STM 101 PERIMETER ROADTAX PARCEL NO. 157/0606-124-0065-1 EXISTING ASPHALT PARKING LOT CONC.PAD CONC. PAD YARD PUMP STMSTMSTMSTMSTM R10.0'R5.0'R24.0'R28.0'R10.0' R30.0' R2.5' TYP. R2.5' TYP. 20.0' 24.0'22.0' 18.0' 24.0' 18.0' 6.0' 7.6' 7.5' 18.0' 24.0' 18.0' 4.3'5.0' 3.3' 6.0' 29.17' 15.75' 1.00' 1.00'10.87' 17.0' 5.0' 6.0' 24.54' 6.0'8.0'8.0'6.0'6.0' 24.0' 20.0' 108.0' - 12 STANDARD STALLS 108.0' - 12 STANDARD STALLS 54.0' - 6STANDARD STALLS72.0' - 8 STANDARD STALLS20.0' 9.0' 9.0' 12.26' 15.06' 10.79' 10.75' 24.54' 6.87'6.87' 12.76' 6.0' KLEIN PERIMETER ROADVILLAGE OF MT. HOREB, DANE COUNTY, WI Hearing Impaired TDD (800) 542-2289C100 SITE INFORMATION BLOCK:SITE ADDRESS: PERIMETER ROADUSE OF PROPERTY: MULTI FAMILY RESIDENTIALZONING: PD (PLANNED DEVELOPMENT)LOT 1LOT 2SITE ACREAGE:46,660 SQ.FT. (1.07 AC)38,651 SQ.FT. (0.89 AC)SETBACKS:FRONT YARD: 10-FEET6-FEETREAR YARD: 10-FEET10-FEETBELOW GRADE: 0.5-FOOT- SIDE YARD: 10-FEET10-FEETNUMBER OF UNITS:4940 TOTAL NUMBER OF PARKING STALLS: 122UNDERGROUND:4735 SURFACE:40NUMBER OF SURFACE STALLS DESIGNATED ACCESSIBLE: 2TOTAL NUMBER OF EXTERIOR BIKE STALLS: 4EXISTING IMPERVIOUS SURFACE AREA: 57,918 SQ.FT.ROOFTOP: 19,918 SQ.FT.PAVED: 38,000 SQ.FT.NEW IMPERVIOUS SURFACE AREA: 55,312 SQ.FT.LOT 1: 33,998 SQ.FT. (32,560 SQ.FT. NOT INCLUDING GREEN ROOF)ROOFTOP: 19,758 SQ.FT. (19,320 SQ.FT. NOT INCLUDING GREEN ROOF)AT FIRST FLOOR: 17,202 SQ.FT.DECKS: 1,041 SQ.FT.BELOW GRADE PARKING: 1,077 SQ.FT.GREEN ROOF: 438 SQ.FT.PAVED DRIVEWAY / PARKING: 10,704 SQ.FT.SIDEWALK / STOOPS / PADS: 2,536 SQ.FT.LOT 2: 21,314 SQ.FT.ROOFTOP: 14,939 SQ.FT.AT FIRST FLOOR: 14,184 SQ.FT.DECKS: 755 SQ.FT.PAVED DRIVEWAY / PARKING: 5,246 SQ.FT.SIDEWALK / STOOPS / PADS: 1,129 SQ.FT.PERCENT IMPERVIOUS ON THE LOTS: 64.8%LOT 1: 72.9%LOT 2: 55.1%DISTURBANCE LIMITS: 82,000 SQ. FT. GENERAL NOTES LEGEND (PROPOSED) PROPOSEDBUILDING 117,223 SQ.FT. AT FIRSTFLOOR LEVEL PERIMETER ROAD STORMWATERMANAGEMENT 20' WIDE COMMERCIALENTRANCE WITH 5' WIDE FLAIRSPER THE VILLAGE OF MOUNTHOREB REQUIREMENTS. SIDEWALK TO BE FLUSHFROM EAST CURB TO WESTSIDE OF SHARED ACCESSSTRIPING. INSTALLDETECTABLE WARNING FIELDAT SHARED ACCESS ISLE. STOP SIGN ADA ROUTE TO PUBLICSIDEWALK. PROPOSED TRANSFORMERPAD LOCATION 1.UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA ASSURVEYED BY WYSER ENGINEERING ON THE WEEK OF FEBRUARY 26, 2025. WYSER ENGINEERINGSHALL NOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY ARISE AS ARESULT OF ERRONEOUS OR INCOMPLETE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TOCONFIRM ALL ELEVATIONS, GENERAL DRAINAGE AND EARTHWORK REQUIREMENTS PRIOR TOCONSTRUCTION.2.THE BENCHMARK LOCATIONS ARE SHOWN FOR REFERENCE ONLY ON THIS PLAN. THEBENCHMARKS SHALL BE VALIDATED BY LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RISK ASSOCIATED WITH BENCHMARK ELEVATIONS UNTIL CONFIRMED.3.CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & TO WORK WITHINTHE VILLAGE'S LAND IF REQUIRED.4.WYSER ENGINEERING SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BYTHE OWNER OR CONTRACTOR FROM THE APPROVED CONSTRUCTION PLANS THAT MAY RESULTIN DISCIPLINARY ACTIONS BY REGULATORY AGENCIES.5.IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME APPARENT, IT SHALLBE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION SO THATCLARIFICATION OR REDESIGN MAY OCCUR.6.ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS AND PUBLICEASEMENTS SHALL BE IN ACCORDANCE WITH VILLAGE OF MOUNT HOREB STANDARDSPECIFICATIONS. PROPOSED PROPERTY BOUNDARYEASEMENTBUILDING FOOTPRINT18" CURB AND GUTTER18" REJECT CURB AND GUTTER18" CURB AND GUTTER FLUSH WITH PAVEMENTASPHALT PAVEMENTCONCRETE PAVEMENTSTORMWATER TREATMENT FACILITY PROPOSEDBUILDING 214,184 SQ.FT. AT FIRSTFLOOR LEVEL 14 SHAREDPARKING STALLS 26 SHAREDPARKING STALLS PROPOSED LOT 1PROPOSED LOT 2 PROPOSED TRANSFORMERPAD LOCATION LIGHT POLELOCATION, TYP. SITE RETAINING WALL SITE AMENITY SPACE.CONCEPT LAYOUTFOR REFERENCEONLY. SITE RETAINING WALL SITE RETAININGWALL. INSTALLSAFETY RAILING ATTOP OF WALL. EXISTING EXTERIORLOT TEMPORARYSAFETY CHAIN LINKFENCING. NEW PUBLIC SIDEWALK SHARED ACCESS ANDPARKING EASEMENT SHARED ACCESS ANDPARKING EASEMENT TWO ADA VAN ACCESS ABLESTALLS. 8'X18' WITH SHARED8'X18' ACCESS ISLE. INSTALLADA VAN STALL SIGNS ONTHE NORTH SIDE OF THESIDEWALK. 24' WIDE COMMERCIALENTRANCE WITH 5' WIDE FLAIRSPER THE VILLAGE OF MOUNTHOREB REQUIREMENTS. STOP SIGN STORMWATERMANAGEMENT CURB WALL. SEE DETAIL SITE RETAINING WALL. Page 59 of 127 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 1206 1208 11941196 1198 1190 1192 1202 12041206 1208 1206 1208 1210 1212 1214 1216 1196 1198 1200 1202 1204 1206 119011921194 11981200 11941196 12021204 11921192 1192 1202 12041206 1202 1192 1202 1192 1196 1200 1202 1210120812061204 1202 GM E SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN WATWATWATWATWATWATWATWATWATWATWATWAT WATWAT WATSANSANSAN GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GAS GAS GASGASGASGASGASGAS STM STM STMSTM STM STM STMSTM STM STM 1,754 SQFT 2-STORYMASONRY BUILDING 101 PERIMETER ROADTAX PARCEL NO. 157/0606-124-0065-1 BREEZEWAY DOUBLE DOORFFE = 1192.78' CHIMNEY = 1218.21' CHIMNEY = 1218.12' FFE = 1192.16'CHIMNEY = 1215.70'ROOF PEAK = 1209.81'2-STORYMASONRY BUILDING CONCRETEPATIO 157.0' 45.0' 54.5' 163.0' 43.0' 9.5'8.5' 157.5' 31.0' 52.3'29.6' 36.0' 5.0'22.7' EXISTING ASPHALT PARKING LOT BRICKPAVERS CONC.PAD CONC. PAD WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT Fo Fo FoFo 18,163 SQFT1-STORYMASONRY BUILDING FFE = 1202.66'ROOF PEAK = 1213.46'51.0' YARD PUMP STMSTMSTM STM STM STM KLEIN PERIMETER ROADVILLAGE OF MT. HOREB, DANE COUNTY, WI Hearing Impaired TDD (800) 542-2289C101 GENERAL NOTES LEGEND (PROPOSED) 1.THIS PLAN INDICATES ITEMS ON THE SITE, NOT INCLUDING INTERNAL BUILDING DEMOLITION, INTENDEDFOR DEMOLITION BASED ON THE CURRENT SITE DESIGN THAT HAVE BEEN IDENTIFIED BY A REASONABLEOBSERVATION OF THE EXISTING CONDITIONS THROUGH FIELD SURVEY RECONNAISSANCE (BY OTHERS),"DIGGER'S HOTLINE" LOCATION, AND GENERAL "STANDARD OF CARE". THERE MAY BE ADDITIONAL ITEMSTHAT CAN NOT BE IDENTIFIED BY A REASONABLE ABOVE GROUND OBSERVATION, WHERE NOT INCLUDEDWITHIN THE FIELD SURVEY, OF WHICH THE ENGINEER WOULD HAVE NO KNOWLEDGE OR MAY BE A PARTOF ANOTHER DESIGN DISCIPLINE. IT IS THE CONTRACTOR'S / BIDDER'S RESPONSIBILITY TO REVIEW THEPLANS, INSPECT THE SITE AND PROVIDE HIS OWN DUE DILIGENCE TO INCLUDE IN HIS BID WHATADDITIONAL ITEMS, IN HIS OPINION, MAY BE NECESSARY FOR DEMOLITION. ANY ADDITIONAL ITEMSIDENTIFIED BY THE CONTRACTOR / BIDDER SHALL BE IDENTIFIED IN THE BID AND REPORTED TO THEOWNER AND ENGINEER OF RECORD. WYSER ENGINEERING TAKES NO RESPONSIBILITY FOR ITEMS ON THEPROPERTY THAT COULD NOT BE LOCATED BY A REASONABLE OBSERVATION OF THE PROPERTY OR OFWHICH THEY WOULD HAVE NO KNOWLEDGE.2.PRIOR TO CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR:2.1.EXAMINING ALL SITE CONDITIONS RELATIVE TO THE CONDITIONS INDICATED ON THE ENGINEERINGDRAWINGS. ANY DISCREPANCIES ARE TO BE REPORTED TO THE OWNER AND ENGINEER AND RESOLVEDPRIOR TO THE START OF CONSTRUCTION.2.2.VERIFYING UTILITY ELEVATIONS AND NOTIFYING OWNER AND ENGINEER OR ANY DISCREPANCIES. NOWORK SHALL BE PERFORMED UNTIL THE DISCREPANCIES ARE RESOLVED.2.3.NOTIFYING ALL UTILITIES PRIOR TO THE REMOVAL OF ANY UNDERGROUND UTILITIES.2.4.NOTIFYING THE OWNER, DESIGN ENGINEER AND LOCAL CONTROLLING MUNICIPALITY 48 HOURS PRIORTO THE START OF CONSTRUCTION TO ARRANGE FOR APPROPRIATE CONSTRUCTION INSPECTION.3.CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE SAFETY DURING THE CONSTRUCTION OF THESEIMPROVEMENTS.4.CONTRACTOR SHALL KEEP ALL STREETS AND ADJOINING SHARED ACCESS ROADWAYS FREE AND CLEAROF ALL CONSTRUCTION RELATED DIRT, DUST AND DEBRIS.5.ALL TREES WITHIN THE CONSTRUCTION LIMITS SHALL BE REMOVED UNLESS SPECIFICALLY CALLED OUTFOR PROTECTION. ALL TREES TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY. STUMPS SHALLBE GROUND TO PROPOSED SUBGRADE.6.PERFORM TREE PRUNING IN ALL LOCATIONS WHERE PROPOSED PAVEMENT AND / OR UTILITYINSTALLATION ENCROACH WITHIN THE EXISTING DRIP LINE OF THE TREES TO REMAIN. ALL TRENCHINGWITHIN THE EXISTING DRIP LINE OF THE TREES TO REMAIN SHALL BE DONE RADIALLY AWAY FROM THETRUNK IF ROOTS IN EXCESS OF 1" DIAMETER ARE EXPOSED. ROOTS MUST BE CUT BY REPUTABLE TREEPRUNING SERVICE PRIOR TO ANY TRANSVERSE TRENCHING.7.ALL LIGHT POLES TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY, INCLUDING BASE AND ALLAPPURTENANCES. SALVAGE FOR RELOCATION. COORDINATE RELOCATION AND / OR ABANDONMENT OFALL ELECTRIC LINES WITH ELECTRICAL ENGINEER AND OWNER PRIOR TO DEMOLITION.8.CONTRACTOR SHALL COORDINATE PRIVATE UTILITY REMOVAL / ABANDONMENT AND NECESSARYRELOCATIONS WITH RESPECTIVE UTILITY COMPANY. COORDINATION REQUIRED PRIOR TOCONSTRUCTION.9.ABANDONED / REMOVED ITEMS SHALL BE DISPOSED OF OFF SITE UNLESS OTHERWISE NOTED.10.THE CONTRACTOR SHALL INSTALL A PEDESTRIAN FENCE AROUND ALL EXCAVATIONS TO BE LEFT OPENOVERNIGHT AS REQUIRED.11.CONTRACTOR TO REMOVE EXISTING UTILITY PIPE AND BACKFILL WITH SELECT FILL OR PROVIDE PIPEBACK-FILLING WITHIN BUILDING FOOTPRINT USING "LOW DENSITY CONCRETE / FLOWABLE FILL".12.GRANULAR BACKFILL MATERIALS ARE REQUIRED FOR FILL UNDER PROPOSED PAVED AREAS.13.RESTORATION OF THE EXISTING RIGHT-OF-WAYS AS NEEDED ARE CONSIDERED INCIDENTAL AND SHOULDBE PART OF THE COST OF THE UNDERGROUND IMPROVEMENTS, DEMOLITION AND REMOVAL. THISINCLUDES, BUT IS NOT LIMITED TO, CURB & GUTTER, SIDEWALK, TOPSOIL, SEEDING AND MULCHING.14.ANY SANITARY SEWER, SANITARY SEWER SERVICES, WATER MAIN, WATER SERVICES, STORM SEWER, OROTHER UTILITIES, WHICH ARE DAMAGED BY THE CONTRACTORS, SHALL BE REPAIRED TO THE OWNER'SSATISFACTION AT THE CONTRACTOR'S EXPENSE. DEMOLITION NOTES SUBJECT PARCEL PROPERTY LINECONSTRUCTION LIMIT LINECONSTRUCTION FENCENEW BUILDING (FOR REFERENCE)SAWCUT LIMITSASPHALT ONLY REMOVAL AREAFULL SECTION ASPHALT REMOVAL AREACONCRETE REMOVAL AREACURB AND GUTTER REMOVALRETAINING WALL REMOVAL AREAUTILITY REMOVALTREE REMOVAL REMOVE EXISTING CURB FORPROPOSED ENTRY. SAWCUTASPHALT 2' BEYOND CURB IN ACEALN STRAIGHT LINE CHAINLINK FENCE TO BEREMOVED OR USED FORPERIMETER BUILDINGCONSTRUCTION FENCE. BUILDING WATER SERVICE ANDSHUTOFF VALVE. REMOVEWATER FROM SHUTOFF TO THEBUILDING. INTERNAL LOTROUTING UNKNOWN. PROPOSED BUILDINGFOR REFERENCE XXX PROPOSED BUILDINGFOR REFERENCE REMOVE LIGHT POLE ANDBASE, TYPICAL TO ALL ONSITE. ELECTRICAL ROUTINGUNKNOWN. PROJECT LIMITS. SAWCUTSIDEWALK AT THE NEARESTJOINT. REMOVE RETAINING WALL 1.UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA ASSURVEYED BY WYSER ENGINEERING ON THE WEEK OF FEBRUARY 26, 2025. WYSER ENGINEERING SHALLNOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY ARISE AS A RESULT OFERRONEOUS OR INCOMPLETE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO CONFIRM ALLELEVATIONS, GENERAL DRAINAGE AND EARTHWORK REQUIREMENTS PRIOR TO CONSTRUCTION.2.THE BENCHMARK LOCATIONS ARE SHOWN FOR REFERENCE ONLY ON THIS PLAN. THE BENCHMARKSSHALL BE VALIDATED BY LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMESRISK ASSOCIATED WITH BENCHMARK ELEVATIONS UNTIL CONFIRMED.3.CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & TO WORK WITHIN THEVILLAGE'S LAND IF REQUIRED.4.WYSER ENGINEERING SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BY THEOWNER OR CONTRACTOR FROM THE APPROVED CONSTRUCTION PLANS THAT MAY RESULT INDISCIPLINARY ACTIONS BY REGULATORY AGENCIES.5.IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME APPARENT, IT SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION ORREDESIGN MAY OCCUR.6.ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS AND PUBLIC EASEMENTS SHALLBE IN ACCORDANCE WITH VILLAGE OF MOUNT HOREB STANDARD SPECIFICATIONS. BUILDING SEWER SERVICE. CAPAND REMOVE FROMRIGHT-OF-WAY LIMITS. INTERNALLOT ROUTING UNKNOWN.REMOVE INLET AND STORM PIPETO PROPOSED STORMCONNECTION POINT. SLOPING CONCRETE WALL TOBE REMOVED. REMOVE RETAINING WALL REMOVE EXISTING CURB FORPROPOSED ENTRY. SAWCUTASPHALT 2' BEYOND CURB IN ACEALN STRAIGHT LINE PATCH STREET AS REQUIREDFOR NEW PRIVATE SEWER ANDWATER SERVICE CONNECTIONSINTO PUBLIC MAINS. NOTE:WATER LOCATION SHOWN INTWO LOCATIONS BASED ON TWOTWO FIELD MARKINGS ONDIFFERENT DATES. ACTUALLOCATION UNKNOWN. MAYAFFECT LIMITS OF ROADWAYCUT. XXXXXXXXXXXX XXXXXXXXXXXXXXXXXX Page 60 of 127 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 12051206120712081209 1193 11941195119611971198 11891190 1191 1191 1192 1205 1202120312041205120612071208 1209 12061207120812091210121112121213121412151216 119511961197119811991200120112021203120412051206 11901191119211931194 1198119912001201 1194119511961197 1201120212031204 11921192 11921193 1202 12031204120512061207 1202 1192 1202 1189 1192 1193 1193 11951196119711991200 1202 1210120812061204 1202 E SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN WATWATWATWATWATWATWATWATWATWATWATWAT WATSANSANSAN GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS STM STM STMSTM STM STM STMSTM STM STM 101 PERIMETER ROADTAX PARCEL NO. 157/0606-124-0065-1 EXISTING ASPHALT PARKING LOT CONC.PAD CONC. PAD1209.03 1209.26 1209.33 1209.451209.48 1209.63 1209.75 1210.03 1205.10 1207.28 1209.141208.491209.291209.561211.31 1211.881212.351212.891213.12 1211.361210.24 1212.431214.541215.641216.88 1215.88 1213.701209.50 1210.16 1210.571209.651209.681209.31 1208.751208.851213.62 1214.681214.311213.931213.451212.931212.931212.381210.551209.351208.871209.09 1205.96 1204.741203.021203.121202.94 1203.131202.95 1202.94 1202.60 1202.66 1202.511202.47 1202.491202.411202.341202.271201.741202.23 1202.11 1201.921201.45 1202.551201.321202.111202.361202.321202.301202.311202.45 1202.441202.461202.45 1202.021201.781201.62 1201.41 1201.63 1201.581201.501201.48 1201.88 1202.38 1202.36 1202.33 1202.341202.28 1201.92 1201.731203.38 1203.381204.661204.571205.341205.39 1205.69 1205.681206.58 1207.121207.071206.66 1207.87 1209.14 1210.31 1212.00 1213.72 1214.80 1202.59 1202.60 1202.53 1202.56 1202.44 1202.33 1202.25 1202.28 1202.89 1204.881205.77 1193.87 1193.381193.861193.851194.401193.90 1201.53 1201.38 1201.581202.25 1200.94 1196.78 1196.731195.45 1195.471194.00 1193.931193.511192.451192.62 1191.651191.021191.381190.971189.961190.321189.071188.941188.671190.39 1188.57 1188.06 1188.19 1188.44 1190.85 1190.62 1190.13 1190.44 1191.061190.68 1191.771192.23 1191.42 1191.311191.521191.731191.811191.89 1192.00 1191.981192.46 1192.47 1192.38 1192.54 1192.84 1193.42 1192.10 1192.02 1192.12 1193.99 1190.88 1191.61 1191.21 1192.521192.501192.531192.001191.701191.701192.101192.471192.461192.511192.58 1192.581192.37 1191.941191.681191.291191.261191.581191.851191.961192.091192.181192.101192.061192.00 1192.391192.36 1192.141191.841191.26 1191.551191.88 1191.991192.07 1190.74 1191.511191.711190.851190.54 1193.051194.17 1188.89 1192.51 1192.71 1192.751194.58 1193.391194.56 1197.12 1199.601200.121199.06 1193.86 1192.28 1194.59 1197.21 1198.721199.41 1200.991201.62 1200.48 1198.321195.83 1193.11 1188.711194.24 WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT 1192.951192.801192.80 1202.65 1201.38 1201.321201.031200.32 1199.05 1197.88 YARD PUMP STMSTMSTMSTMSTMSTMSANSANSANSAN STMSTMSTMSTMSTM STM STM STM STM STMSTMSTMSTMSTMSTM STMSTMSTM STM STM STM STM STM 1204.0 FG STMSTM WATWATSAN SANSANSANSANSANSAN SAN SAN WATWATWATWATWATWATWAT WAT WAT WAT WAT WAT STMSTMSTMSTMSTM STMSTMSTMSTMSTMSTM 1203.25 FG 1197 1205 12051205 1205 1204 1205 1205 1205 120312041205 12061205 120312021201 120112021203 1203 1202120112001199119811971196119511941193 1195 119311921191 1193 11941195 1195 11951196 1196 119411951196119711981199120012011202120312041206 1206 1206 1206 1209.0 TW1204.0 BW 1208.0 TW1204.0 BW1204.0 TW1204.0 BWSTMperfSTMperfSTMperf1200 1200 1204.0 FG 1194 KLEIN PERIMETER ROADVILLAGE OF MT. HOREB, DANE COUNTY, WI Hearing Impaired TDD (800) 542-2289C200 PROPOSEDBUILDING 1FFE = 1205.33BFE = 1196.00 PROPERTY BOUNDARYEASEMENTBUILDING FOOTPRINT18" CURB AND GUTTERASPHALT PAVEMENTCONCRETE PAVEMENTPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED STORM SEWERSILT FENCEINLET PROTECTIONDITCH CHECK LEGEND (PROPOSED) 11811180 GENERAL NOTES STM SILT FENCE PER WDNRTECHNICAL STANDARD 1056 STONE TRACKING PAD (MIN. 50'LONG AND 12" DEEP BY USE OF 3"CLEAR STONE) IN THIS AREA PERWDNR TECHNICAL STANDARD 1057.INSTALL AT ANY LOCATION WHERECONSTRUCTION TRAFFIC MEETSTHE EXISTING PAVEDDEVELOPMENT AREA. PLACE RIPRAP OR CLASS III TURFREINFORCEMENT MATTING AT THESTORM OUTLET. TYPE D INLET PROTECTION PERWDNR TECHNICAL STANDARD 1060,TYP. INSTALL AT ANY LOCATIONWHERE CONSTRUCTION RUNOFFDRAINS INTO THE STORM SEWERSYSTEM. EROSION CONTROL CONSTRUCTION SCHEDULE1.01/05/2026 - INITIAL LAND DISTURBING - INSTALL ALL PERIMETER EROSION CONTROL DEVICESINCLUDING STONE TRACKING PAD AND SILT FENCE.2.01/05/2026 - STRIP TOPSOIL AND STOCKPILE. DEMOLISH EXISTING BUILDINGS.3.DURING CONSTRUCTION3.1.IF THE START DATE IS DELAYED, NOTIFIED AUTHORITIES HAVING JURISDICTION WHENBREAKING GROUND.3.2.CULVERT RIPRAP OUTLET TO BE INSTALLED IMMEDIATELY AFTER INSTALLATION OFCULVERT PIPE.3.3.SOIL STOCKPILES WHICH ARE LEFT UNUSED FOR MORE THAN 7 DAYS SHALL BE STABILIZEDAND SILT FENCE INSTALLED AROUND THE PILE.3.4.ALL SLOPES GREATER THAN 5:1 SHALL BE STABILIZED WITHIN TWO MONTHS (60 DAYS) OFBEING DISTURBED.3.5.INSTALL ADDITIONAL PRACTICES AS REQUIRED BY STATE AND LOCAL INSPECTORS AND ASNECESSARY TO PREVENT RUNOFF DUE TO CONSTRUCTION MEANS AND METHODS.3.6.ALL PRACTICES SHALL BE ONGOING BASED ON THE PLAN VIEW AND NOTES.4.04/01/2026 - MASS GRADING/SUBGRADE PREPARATION AND BUILDING CONSTRUCTION.5.07/01/2026 - TEMPORARY STABILIZATION WITH STRAW MULCH/TACKIFIER FOR ALL DISTURBEDAREAS OUTSIDE OF ACTIVE GRADING AREAS.6.04/01/2027 - SITE PAVING AND FINISH GRADING.7.07/01/2027 - FINAL SITE STABILIZATION - ALL PERVIOUS AREAS DISTURBED DURINGCONSTRUCTION WILL BE RESTORED WITH A MINIMUM OF 6" OF TOPSOIL, FERTILIZER, SEED,AND MULCH WITHIN SEVEN (7) DAYS OF FINAL GRADING. BIORETENTION BASIN 1. 1.POST WDNR CERTIFICATE OF PERMIT COVERAGE ANDMUNICIPAL EROSION CONTROL PERMITS ON SITE ANDMAINTAIN UNTIL CONSTRUCTION ACTIVITIES HAVECEASED, THE SITE IS STABILIZED, AND A NOTICE OFTERMINATION IS FILED WITH WDNR.2.KEEP A COPY OF THE CURRENT EROSION CONTROL PLANON SITE THROUGHOUT THE DURATION OF THE PROJECT.3.ENGINEER / VILLAGE OF MOUNT HOREB / WDNR HASTHE RIGHT TO REQUIRE CONTRACTOR TO IMPLEMENTADDITIONAL EROSION CONTROL MEASURES ASNECESSARY.CONTRACTOR MUST NOTIFY THEVILLAGE OF MOUNT HOREB BUILDING INSPECTORTWO (2) WORKING DAYS IN ADVANCE OF ANY SOILDISTURBANCE ACTIVITIES.4.SUBMIT PLAN REVISIONS OR AMENDMENTS TO THE WDNRAT LEAST 5 DAYS PRIOR TO FIELD IMPLEMENTATION.5.THE SITE CONTRACTOR IS RESPONSIBLE FOR ROUTINESITE INSPECTIONS AT LEAST ONCE EVERY 7 DAYS ANDWITHIN 24 HOURS AFTER A RAINFALL EVENT OF 0.5 INCHESOR GREATER. KEEP INSPECTION REPORTS ON-SITE ANDMAKE THEM AVAILABLE UPON REQUEST.6.INSPECT AND MAINTAIN ALL INSTALLED EROSIONCONTROL PRACTICES UNTIL THE CONTRIBUTINGDRAINAGE AREA HAS BEEN STABILIZED.7.WHEN POSSIBLE: PRESERVE EXISTING VEGETATION(ESPECIALLY ADJACENT TO SURFACE WATERS), MINIMIZELAND-DISTURBING CONSTRUCTION ACTIVITY ON SLOPESOF 20% OR MORE, MINIMIZE SOIL COMPACTION, ANDPRESERVE TOPSOIL.8.REFER TO THE WDNR STORMWATER CONSTRUCTIONTECHNICAL STANDARDS AThttp://dnr.wi.gov/topic/stormwater/standards/const_standards.html. 9.INSTALL PERIMETER EROSION CONTROLS AND ROCKTRACKING PAD CONSTRUCTION ENTRANCE(S) PRIOR TOANY LAND-DISTURBING ACTIVITIES, INCLUDING CLEARINGAND GRUBBING. USE WDNR TECHNICAL STANDARD STONETRACKING PAD AND TIRE WASHING #1057 FOR ROCKCONSTRUCTION ENTRANCE(S).10.INSTALL INLET PROTECTION PRIOR TO LAND-DISTURBINGACTIVITIES IN THE CONTRIBUTING DRAINAGE AREAAND/OR IMMEDIATELY UPON INLET INSTALLATION.COMPLY WITH WDNR TECHNICAL STANDARD STORMDRAIN INLET PROTECTION FOR CONSTRUCTION SITES#1060 AND DANE COUNTY REQUIREMENTS FOR FRAMEDINLET PROTECTION.11.CONTRACTOR TO PROVIDE SOLID LID OR METAL PLATE ONALL OPEN MANHOLES DURING CONSTRUCTION TOMINIMIZE SEDIMENT FROM ENTERING THE STORM SEWERSYSTEM.12.STAGE CONSTRUCTION GRADING ACTIVITIES TO MINIMIZETHE CUMULATIVE EXPOSED AREA. CONDUCT TEMPORARYGRADING FOR EROSION CONTROL PER WDNR TECHNICALSTANDARD TEMPORARY GRADING PRACTICES FOREROSION CONTROL #1067.13.PERMITTING OF GROUNDWATER DEWATERING IS THERESPONSIBILITY OF THE CONTRACTOR. GROUNDWATERDEWATERING IS SUBJECT TO A DNR WASTEWATERDISCHARGE PERMIT AND A DNR HIGH CAPACITY WELLAPPROVAL IF CUMULATIVE PUMP CAPACITY IS 70 GPM ORMORE.14.PROVIDE ANTI-SCOUR PROTECTION AND MAINTAINNON-EROSIVE FLOW DURING DEWATERING. PERFORMDEWATERING OF ACCUMULATED SURFACE RUNOFF INACCORDANCE WITH WDNR TECHNICAL STANDARDDE-WATERING #1061.15.CONSTRUCT AND PROTECT THE BIOINFILTRATION BASINAND VEGETATION FROM RUNOFF AND SEDIMENT DURINGCONSTRUCTION. REFERENCE THE WDNR TECHNICALSTANDARD BIORETENTION FOR INFILTRATION # 1004.16.INSTALL AND MAINTAIN SILT FENCING PER WDNRTECHNICAL STANDARD SILT FENCE #1056. REMOVESEDIMENT FROM BEHIND SILT FENCES AND SEDIMENTBARRIERS BEFORE SEDIMENT REACHES A DEPTH THAT ISEQUAL TO ONE-HALF OF THE FENCE AND/OR BARRIERHEIGHT. 17.REPAIR BREAKS AND GAPS IN SILT FENCES AND BARRIERSIMMEDIATELY. REPLACE DECOMPOSING STRAW BALES(TYPICAL BALE LIFE IS 3 MONTHS). LOCATE, INSTALL, ANDMAINTAIN STRAW BALES PER WDNR TECHNICALSTANDARD DITCH CHECKS #1062.18.INSTALL AND MAINTAIN FILTER SOCKS IN ACCORDANCEWITH WDNR TECHNICAL STANDARD INTERIMMANUFACTURED PERIMETER CONTROL AND SLOPEINTERRUPTION PRODUCTS # 1071.19.IMMEDIATELY STABILIZE STOCKPILES AND SURROUNDSTOCKPILES AS NEEDED WITH SILT FENCE OR OTHERPERIMETER CONTROL IF STOCKPILES WILL REMAININACTIVE FOR 7 DAYS OR LONGER.20.IMMEDIATELY STABILIZE ALL DISTURBED AREAS THATWILL REMAIN INACTIVE FOR 14 DAYS OR LONGER.BETWEEN SEPTEMBER 15 AND OCTOBER 15: STABILIZEWITH MULCH, TACKIFIER, AND A PERENNIAL SEED MIXEDWITH WINTER WHEAT, ANNUAL OATS, OR ANNUAL RYE, ASAPPROPRIATE FOR REGION AND SOIL TYPE OCTOBER 15THROUGH COLD WEATHER: STABILIZE WITH A POLYMERAND DORMANT SEED MIX, AS APPROPRIATE FOR REGIONAND SOIL TYPE.21.STABILIZE AREAS OF FINAL GRADING WITHIN 7 DAYS OFREACHING FINAL GRADE.22.SWEEP/CLEAN UP ALL SEDIMENT/TRASH THAT MOVESOFF-SITE DUE TO CONSTRUCTION ACTIVITY OR STORMEVENTS BEFORE THE END OF THE SAME WORKDAY OR ASDIRECTED BY THE AUTHORITIES WITH JURISDICTION.SEPARATE SWEPT MATERIALS (SOILS AND TRASH) ANDDISPOSE OF APPROPRIATELY.23.THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLINGDUST PER WDNR TECHNICAL STANDARD DUST CONTROLON CONSTRUCTION SITES # 1068.24.PROPERLY DISPOSE OF ALL WASTE AND UNUSEDBUILDING MATERIALS (INCLUDING GARBAGE, DEBRIS,CLEANING WASTES, OR OTHER CONSTRUCTIONMATERIALS) AND DO NOT ALLOW THESE MATERIALS TO BECARRIED BY RUNOFF INTO THE RECEIVING CHANNEL.25.COORDINATE WITH THE AUTHORITIES WITH JURISDICTIONTO UPDATE THE LAND DISTURBANCE PERMIT TO INDICATETHE ANTICIPATED OR LIKELY DISPOSAL LOCATIONS FORANY EXCAVATED SOILS OR CONSTRUCTION DEBRIS THATWILL BE HAULED OFF-SITE FOR DISPOSAL. THE DEPOSITEDOR STOCKPILED MATERIAL NEEDS TO INCLUDE PERIMETERSEDIMENT CONTROL MEASURES (SUCH AS SILT FENCE,HAY BALES, FILTER SOCKS, OR COMPACTED EARTHENBERMS).26.FOR NON-CHANNELIZED FLOW ON DISTURBED ORCONSTRUCTED SLOPES, PROVIDE CLASS CLASS I TYPE BEROSION CONTROL MATTING. INSTALL AND MAINTAIN PERWDNR TECHNICAL STANDARD NON-CHANNEL EROSIONMAT #1052.27.FOR CHANNELIZED FLOW ON DISTURBED ORCONSTRUCTED AREAS, PROVIDE CLASS II TYPE B EROSIONCONTROL MATTING UNLESS OTHERWISE SPECIFIED ONTHE PLAN. INSTALL AND MAINTAIN PER WDNR TECHNICALSTANDARD CHANNEL EROSION MAT #1053.28.MAKE PROVISIONS FOR WATERING DURING THE FIRST 8WEEKS FOLLOWING SEEDING OR PLANTING OF DISTURBEDAREAS WHENEVER MORE THAN 7 CONSECUTIVE DAYS OFDRY WEATHER OCCUR.29.THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITHALL APPLICABLE WDNR REMEDIATION AND WASTEMANAGEMENT REQUIREMENTS FOR HANDLING ANDDISPOSING OF CONTAMINATED MATERIALS. SITE-SPECIFICINFORMATION FOR AREAS WITH KNOWN OR SUSPECTEDSOIL AND/OR GROUNDWATER CONTAMINATION CAN BEFOUND ON WDNR'S BUREAU OF REMEDIATION ANDREDEVELOPMENT RACKING SYSTEM (BRRTS) PUBLICDATABASE AT: http://dnr.wi.gov/botw/30.INSTALL AND MAINTAIN A CONCRETE WASHOUT BASIN PEREPA 833-F-11-006:https://www3.epa.gov/npdes/pubs/concretewashout.pdf. REQUIRE USE BY ALL CONCRETE CONTRACTORS. LIQUIDMAY BE REUSED IN CONCRETE MIXING, EVAPORATED, ORDISPOSED OF AS WASTEWATER. CONSTRUCTION SITE EROSION CONTROL REQUIREMENTS 1.ALL GRADES SHOWN ARE FINAL FINISHED SURFACE GRADES.2.AREAS TO BE SEEDED SHALL HAVE A MINIMUM 6 INCHES TOPSOIL UNLESS OTHERWISENOTED.3.AREAS NOT RESTORED WITH EROSION MATTING OR OTHER STABILIZATION MEASURES SHALLBE STABILIZED WITH MULCH.4.APPLY ANIONIC POLYMER TO DISTURBED AREAS IF EROSION BECOMES PROBLEMATIC.5.MULCH SHALL BE WEED-FREE STRAW AND SHALL BE INSTALLED AT THE RATE OF 2 TONSPER ACRE PER SECTION 627 OF "STANDARD SPECIFICATIONS FOR HIGHWAY AND STRUCTURECONSTRUCTION" (WISDOT 2014)6.PERMANENT SEEDING SHALL NOT OCCUR BETWEEN SEPTEMBER 15TH AND APRIL 15TH.ALTERNATE SEEDING/PLANTING METHODS AND/OR EROSION PROTECTION MAY BENECESSARY FOR SEEDING/PLANTING THAT OCCURS DURING THAT TIME. COORDINATE WITHTHE OWNER AS NECESSARY.7.TEMPORARY STABILIZATION SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING OPTIONS:a.TEMPORARY SEEDING CONSISTING OF ANNUAL RYE GRASS APPLIED AT A RATE OF 1.5LBS PER 1000 SQUARE FEET,b.WISDOT PAL CLASS I TYPE B URBAN EROSION CONTROL MAT. GRADING, SEEDING & RESTORATION NOTES PROPOSEDBUILDING 2FFE = 1205.33BFE = 1194.18 PERIMETER ROAD 1.UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA ASSURVEYED BY WYSER ENGINEERING ON THE WEEK OF FEBRUARY 26, 2025. WYSER ENGINEERINGSHALL NOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY ARISE AS ARESULT OF ERRONEOUS OR INCOMPLETE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TOCONFIRM ALL ELEVATIONS, GENERAL DRAINAGE AND EARTHWORK REQUIREMENTS PRIOR TOCONSTRUCTION.2.THE BENCHMARK LOCATIONS ARE SHOWN FOR REFERENCE ONLY ON THIS PLAN. THEBENCHMARKS SHALL BE VALIDATED BY LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RISK ASSOCIATED WITH BENCHMARK ELEVATIONS UNTIL CONFIRMED.3.CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & TO WORK WITHINTHE VILLAGE'S LAND IF REQUIRED.4.WYSER ENGINEERING SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BYTHE OWNER OR CONTRACTOR FROM THE APPROVED CONSTRUCTION PLANS THAT MAY RESULTIN DISCIPLINARY ACTIONS BY REGULATORY AGENCIES.5.IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME APPARENT, IT SHALLBE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION SO THATCLARIFICATION OR REDESIGN MAY OCCUR.6.ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS AND PUBLICEASEMENTS SHALL BE IN ACCORDANCE WITH VILLAGE OF MOUNT HOREB STANDARDSPECIFICATIONS.COORDINATE SIDEWALKREMOVAL AND RE-GRADINGOF THIS AREA WITH THEADJACENT LAND OWNERS.TLE AGREEMENT REQUIRED. COORDINATE RE-GRADINGAND RESTORATION OF THISAREA WITH THE ADJACENTLAND OWNERS. TLEAGREEMENT REQUIRED. COORDINATE SIDEWALKREMOVAL AND RE-GRADINGOF THIS AREA WITH THEADJACENT LAND OWNERS.TLE AGREEMENT REQUIRED. OVERFLOW OVERFLOW Page 61 of 127 WATWAT 1193.52 EP1192.70 EP XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 1205 1206 1193 1194 1195 1196 1197 1198 11891190 1191 1191 1192 1195 1196 1197 1198 1199 12011202 12031204 1192 1192 11921193 1192 1192 1193 119511961197 1199 1200 SANSANSANSANSANSAN WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WAT WAT SANSANSANSANSANSAN GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS STM STMSTM STM STM STMSTM STM STM STM STMSTM STM STM STMSTM STM STM STMSTM STM 1209.75 1205.10 1201.45 1202.551201.32 1202.11 1202.361202.321202.301202.31 1202.45 1193.87 1193.38 1196.78 1196.73 1195.45 1195.47 1194.00 1193.931193.51 1192.451192.62 1191.65 1191.02 1191.381190.97 1189.961190.32 1190.39 1188.57 1188.06 1188.19 1188.44 1190.85 1190.62 1190.13 1190.44 1191.061190.68 1191.771192.23 1191.42 1191.31 1191.52 1191.731191.811191.89 1192.00 1191.981192.46 1192.47 1192.38 1192.54 1192.84 1193.42 1192.10 1192.02 1192.12 1193.99 1190.88 1191.61 1191.21 1192.521192.501192.531192.00 1191.701191.70 1192.101192.471192.461192.511192.58 1192.58 1192.37 1191.941191.68 1191.291191.26 1191.581191.85 1191.96 1192.09 1192.181192.101192.061192.00 1192.39 1192.36 1192.141191.84 1191.26 1191.551191.88 1191.99 1192.07 1190.74 1191.51 1191.711190.851190.54 1193.05 1188.89 1192.51 1192.71 1192.75 1194.58 1193.391194.56 1197.12 1199.60 1200.12 1199.06 1193.86 1192.28 1194.59 1197.21 1198.721199.41 1200.99 1201.62 1200.48 1198.32 1195.83 1193.11 WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT 1192.95 1192.80 1192.80 1199.05 1197.88 STMSTM SANSANSANSANSANSANSANSANSAN 1191.81 EP1192.63 EP 1194.09 FG 1209.51 FG 1190.91 SW1190.96 SW 1197.88 EP 1196.08 EP 1196.60 SW 1198.40 SW STMSTM STM STM STM STM STM STM STM STM STM STMSTMSTM 1195.5 FG 1205.33 FFE 1194.08 BFE1194.08 BFE 1196.00 BFE 1196.98 DOOR 1195.84 EC1195.92 BC1195.48 EP 1195.62 EC1195.70 BC1195.26 EP 2.0% 3.0% 1195.0 FG 1196.5 FG 1.14% 1194.50 FG1194.58 BC1194.14 EP 1194.32 BC1193.88 EP1194.32 BC1193.88 EP 1195.86 BC1195.30 EP STMSTMSTMSTM STMSTM 1193.38 BC1192.94 EP 1203.5 FG 1204.0 FG 1194.66 BC1194.10 EP 2.0%1196.69 SW 1205.21 SW 1205.21 SW 1204.52 SW 1205.0 TW1201.0 BW 1205.0 TW1201.0 BW1200.60 TW1197.0 BW 1200.50 TW1197.5 BW WAT WAT WATWATSANSANSANSANSANSANSANSANSANSANSANSANSAN SANSAN SANSAN SAN WATWATWATWATWATWATWATWATWATWATWATWATWAT WATWAT WATWAT WATWAT WAT WAT WAT WAT WAT WAT STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STMSTMSTMSTM STMSTMSTMSTMSTM 3.99% 1.5%2.0% 1193.30 FG1193.66 FG 1194.58DOOR 1194.26 SW 2.0%1194.99 FG1196.03 BC1195.47 EP2.0%0.94% 1196.16 BC1195.60 EP 7.16%5.90% 1196.86 SW1196.86 SW2.0% 1193.97 FG 1194.49 SW 1196.35 SW 4.06% 1197.0 FG 1194.05 SW2.0%4.64% 1196.69 SW 1196.62 SW 1196.53 SW2.0%0.88%1.5% 1195.64 SW1195.54 SW 2.59% 1204.52 SW1204.59 SW 2.0% 2.0% 0.98%2.0% 1200.57 SW1200.67 SW 2.0%2.71% STMSTMSTMSTMSTMSTMSTMSTM STM 1194.48 SW 1204.52 SW 1195.64 BC1195.08 EP 1.93% 0.47% 4.15% 4.95% 4.58% 1197 1205 1203 1202120112001199119811971196 1195 11941193 1195 1193 1192 1191 1193 1194 1195 1195 11951196 1196 1194119511961197 1198 1199 1190.5 TW1190.5 BW 1192.5 TW1190.5 BW 1194.8 TW1190.8 BW 1191.6 TW1191.6 BW 1192.0 TW1192.0 BW 1193.0 TW1190.9 BW 1193.5 TW1191.5 BW 1192.8 TW1192.8 BW1194.0 TW1191.9 BW 1200.0 TW1200.0 BW 1209.0 TW1203.5 BW SANSANSAN STMSTM 7.13% 2.0%2.31% STMSTM 1195.73 SW1195.63 SW3.24% 3.50% 1205.0 TW1201.0 BW1200.60 TW1197.0 BW 1200.5 TW1196.0 BW1199.5 TW1196.0 BW 1196.0 TW1195.7 BW 1194.14 SW1194.48 SW1194.52 BC1194.08 EP 1194.82 SW1194.73 SW 2.0%3.00% 1194.17 SW 4.5% 1.03%2.0% 1195.68 BC1195.24 EP 1194 1196.00 BFE KLEIN PERIMETER ROADVILLAGE OF MT. HOREB, DANE COUNTY, WI Hearing Impaired TDD (800) 542-2289C201 PROPOSEDBUILDING 1FFE = 1205.33BFE = 1196.00 PROPERTY BOUNDARYEASEMENTBUILDING FOOTPRINT18" CURB AND GUTTERASPHALT PAVEMENTCONCRETE PAVEMENTPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED STORM SEWERSILT FENCEINLET PROTECTIONDITCH CHECKSPOT GRADEDRAINAGE GRADE BREAKDRAINAGE ARROW LEGEND (PROPOSED) 1181.25 EP 11811180 GENERAL NOTES STM 1.0% NOTE:SPOT GRADES ARE AS FOLLOWS: FFE - FINISHED FLOOR GRADE EP - EDGE OF ASPHALT PAVEMENT EC - EDGE OF CONCRETE PAVEMENT BC - BACK OF CURB SW - EDGE OF SIDEWALK FG - FINISH GRADE TW - FINISH GRADE ADJACENT TOP OF WALL BW - FINISH GRADE ADJACENT BOTTOM OFWALL (NOT FOOTING) 4.0%PROPOSEDBUILDING 2FFE = 1205.33BFE = 1194.16 PERIMETER ROAD 1.UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA ASSURVEYED BY WYSER ENGINEERING ON THE WEEK OF FEBRUARY 26, 2025. WYSER ENGINEERINGSHALL NOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY ARISE AS ARESULT OF ERRONEOUS OR INCOMPLETE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TOCONFIRM ALL ELEVATIONS, GENERAL DRAINAGE AND EARTHWORK REQUIREMENTS PRIOR TOCONSTRUCTION.2.THE BENCHMARK LOCATIONS ARE SHOWN FOR REFERENCE ONLY ON THIS PLAN. THEBENCHMARKS SHALL BE VALIDATED BY LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RISK ASSOCIATED WITH BENCHMARK ELEVATIONS UNTIL CONFIRMED.3.CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & TO WORK WITHINTHE VILLAGE'S LAND IF REQUIRED.4.WYSER ENGINEERING SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BYTHE OWNER OR CONTRACTOR FROM THE APPROVED CONSTRUCTION PLANS THAT MAY RESULTIN DISCIPLINARY ACTIONS BY REGULATORY AGENCIES.5.IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME APPARENT, IT SHALLBE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION SO THATCLARIFICATION OR REDESIGN MAY OCCUR.6.ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS AND PUBLICEASEMENTS SHALL BE IN ACCORDANCE WITH VILLAGE OF MOUNT HOREB STANDARDSPECIFICATIONS. Page 62 of 127 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 1206 1207 1208 1209 1210 1211 1212 1213 1214 1215 1216 1200 1201 1202 1203 1204 1205 1206 1198119912001201 1194119511961197 1193 1202 12031204120512061207 1202 1192 1202 1193 1202 1210 1208 12061204 1202 SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS SANSAN 101 PERIMETER ROADTAX PARCEL NO. 157/0606-124-0065-1 1211.361210.24 1216.88 1215.88 1213.701209.50 1210.16 1210.571209.65 1209.68 1202.94 1203.13 1202.95 1202.94 1202.60 1202.66 1202.511202.47 1202.49 1202.45 1202.441202.46 1202.45 1202.02 1201.78 1201.62 1201.58 1201.88 1202.38 1202.36 1202.33 1202.34 1202.28 1201.92 1201.73 1203.38 1203.381204.661204.57 1205.341205.39 1205.69 1205.681206.58 1206.66 1207.87 1209.14 1210.31 1212.00 1213.72 1214.80 1202.59 1202.60 1202.53 1202.56 1202.44 1202.33 1202.25 1202.28 1202.89 1204.881205.77 1193.87 1193.38 1193.861193.85 1194.40 1193.90 1201.53 1201.38 1201.581202.25 1200.94 1192.46 1192.47 1193.99 1192.511192.58 1192.58 1192.37 WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT 1202.65 1201.38 1201.32 1201.03 1200.32 1199.05 YARD PUMP 1203.35 EP1204.41 EP 1206.70 FG 1207.83 FG 1206.12 SW 1206.14 SW 1197.88 EP 1200.96 EP 1198.40 SW 1201.84 SW 1204.24 EP1205.30 EP1204.15 FG 1203.21 SW 1205.58 BC1205.02 EP 1204.02 BC1203.58 EP 4.58%1203.93 SW 1205.18 SW 1205.53 BC1205.09 SW1205.09 EP1205.18 SW 1204.35 SW1203.91 EP1204.44 SW 1204.71 SW1205.65 BC1205.09 EP1204.70 SW 1205.09 BC1204.65 EP 2.25% 1205.79 BC1205.23 EP STMSTMSTMSTMSTMSTMSTMSTMSTMSTM STM STM STM STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM 1205.33 FFE 1205.33 FFE1205.56 BC1205.00 EP1206.00 SW1205.44 EP 1205.33 FFE 1205.33 FFE 1196.69 SW 1205.21 SW 1205.21 SW 1205.06 SW1205.06 SW 1205.06 SW 1204.52 SW 1205.0 TW1201.0 BW 1205.0 TW1201.0 BW1200.60 TW1197.0 BW 1200.50 TW1197.5 BW STMSTM 1205.56 BC1205.00 EP STM 1196.69 SW 1196.62 SW 1196.53 SW2.0%0.88%1.5% 2.59% 1204.52 SW1204.59 SW 1.35% 1200.57 SW1200.67 SW 2.0%2.71% 1205.33 FFE 2.0% 1.0%1204.70 SW 1204.70 SW 1205.23 SW 1205.23 SW1205.23 SW 1205.18 SW 2.0% 1.5% 1205.18 SW 2.0% 1204.43 FG 5.0%1205.09 SW1205.09 EP 1204.70 SW6.18%1205.23 SW 1204.45 SW 1.47%1.19% 1205.0 FG 1204.5 FG STM1204.52 SW1204.61 SW 2.0%1204.71 FG 1204.93 FG1.31% 1.0%2.0% 1.40%2.0% 1205.15 FG 1205.12 FG1205.99 BC1205.43 EP 1206.37 BC1205.81 EP 1202.29 EP1202.55 EP 1203.47 SW 5.0% 1.5% 1.47%2.0% 4.0% 3.0% 1.0% 3.82% 1.47%1204.28 BC1203.84 EP1204.64 FG2.31% 1205.05 SW 1204.97 SW1205.13 EC 1205.21 EC 1.47%2.44%1204.37 SW1204.0 FG 4.42% 4.07% STMSTM1202.80 RIM 0.84% 3.75% 3.62% 1197 1205 1205 1205 1205 1204 1205 1205 1205 1203 1204 1205 1206 1205 1198 1199 1200 1201 120212031204 1206 1206 1206 1206 STMperf 1205.0 TW1201.0 BW1200.60 TW1197.0 BW 1204.0 FG 1204.0 FG KLEIN PERIMETER ROADVILLAGE OF MT. HOREB, DANE COUNTY, WI Hearing Impaired TDD (800) 542-2289C202 PROPERTY BOUNDARYEASEMENTBUILDING FOOTPRINT18" CURB AND GUTTERASPHALT PAVEMENTCONCRETE PAVEMENTPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED STORM SEWERSPOT GRADEDRAINAGE GRADE BREAKDRAINAGE ARROW LEGEND (PROPOSED) 1181.25 EP11811180 GENERAL NOTES STM1.0% NOTE:SPOT GRADES ARE AS FOLLOWS: FFE - FINISHED FLOOR GRADE EP - EDGE OF ASPHALT PAVEMENT EC - EDGE OF CONCRETE PAVEMENT BC - BACK OF CURB SW - EDGE OF SIDEWALK FG - FINISH GRADE TW - FINISH GRADE ADJACENT TOP OF WALL BW - FINISH GRADE ADJACENT BOTTOM OFWALL (NOT FOOTING) 4.0% PROPOSEDBUILDING 2FFE = 1205.33BFE = 1194.18 PERIMETER ROAD 1.UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA ASSURVEYED BY WYSER ENGINEERING ON THE WEEK OF FEBRUARY 26, 2025. WYSER ENGINEERINGSHALL NOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY ARISE AS ARESULT OF ERRONEOUS OR INCOMPLETE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TOCONFIRM ALL ELEVATIONS, GENERAL DRAINAGE AND EARTHWORK REQUIREMENTS PRIOR TOCONSTRUCTION.2.THE BENCHMARK LOCATIONS ARE SHOWN FOR REFERENCE ONLY ON THIS PLAN. THEBENCHMARKS SHALL BE VALIDATED BY LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RISK ASSOCIATED WITH BENCHMARK ELEVATIONS UNTIL CONFIRMED.3.CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & TO WORK WITHINTHE VILLAGE'S LAND IF REQUIRED.4.WYSER ENGINEERING SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BYTHE OWNER OR CONTRACTOR FROM THE APPROVED CONSTRUCTION PLANS THAT MAY RESULTIN DISCIPLINARY ACTIONS BY REGULATORY AGENCIES.5.IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME APPARENT, IT SHALLBE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION SO THATCLARIFICATION OR REDESIGN MAY OCCUR.6.ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS AND PUBLICEASEMENTS SHALL BE IN ACCORDANCE WITH VILLAGE OF MOUNT HOREB STANDARDSPECIFICATIONS. PROPOSEDBUILDING 1FFE = 1205.33BFE = 1196.00 Page 63 of 127 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN WATWATWATWATWATWATWATWATWATWATWATWAT WATSANSANSAN GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS STMSTM STM STM STMSTM STM STM STM STM 101 PERIMETER ROADTAX PARCEL NO. 157/0606-124-0065-1 EXISTING ASPHALT PARKING LOT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT YARD PUMP STMSTMSTMSANSANSANSAN STMSTMSTMSTMSTM STM STM STM STM STMSTMSTMSTMSTMSTM STMSTMSTM STM STM STM STM STMSTMSTM WATWATSANSANSANSANSANSANSANSAN SAN WATWATWATWATWATWATWAT WAT WAT WAT WAT WAT STMSTMSTMSTMSTM STMSTMSTMSTMSTMSTM STMperfSTMperfSTMperf STM MHNO. 1STM INLNO. 4STM MHNO. 9 STM MHNO. 10 STM MHNO. 2STM MHNO. 3 STM AESNO. 11 STM MHNO. 12STM INLNO. 13 STM INLNO. 14 STM INLNO. 15 P - 4 P - 5 P - 6 P - 1P - 3 RD - 101 RD - 102 RD - 100 RD - 103 P - 7 P - 8 P - 9 P - 10 P - 2 STM MHNO. 100 KLEIN PERIMETER ROADVILLAGE OF MT. HOREB, DANE COUNTY, WI C300 LEGEND (PROPOSED) GENERAL NOTES 1.DIMENSIONS TAKE PRECEDENCE OVER SCALE. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD.2.LENGTHS OF ALL UTILITIES ARE TO CENTER OF STRUCTURES OR FITTINGS AND MAY VARY SLIGHTLY FROM PLAN. LENGTHS SHALL BE VERIFIED INTHE FIELD DURING CONSTRUCTION.3.CONTRACTOR SHALL VERIFY ALL ELEVATIONS, LOCATIONS, AND SIZES OF SANITARY, WATER AND STORM LATERALS AND CHECK ALL UTILITYCROSSINGS FOR CONFLICTS.4.THE PROPOSED IMPROVEMENTS MUST BE CONSTRUCTED IN ACCORDANCE WITH ENGINEERING PLANS DESIGNED TO MEET ORDINANCES ANDREQUIREMENTS OF THE MUNICIPALITY AND WISDOT, WISDSPS, AND WDNR.5.PRIOR TO CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR:·EXAMINING ALL SITES CONDITIONS RELATIVE TO THE CONDITIONS INDICATED ON THE ENGINEERING DRAWINGS. ANY DISCREPANCIES ARE TOBE REPORTED TO THE ENGINEER AND RESOLVED PRIOR TO THE START OF CONSTRUCTION.·OBTAINING ALL PERMITS INCLUDING PERMIT COSTS, TAP FEES, METER DEPOSITS, BONDS, AND ALL OTHER FEES REQUIRED FOR PROPOSEDWORK TO OBTAIN OCCUPANCY.·VERIFYING UTILITY ELEVATIONS AND NOTIFYING ENGINEER OF ANY DISCREPANCY. NO WORK SHALL BE PERFORMED UNTIL THE DISCREPANCYIS RESOLVED.·NOTIFYING ALL UTILITIES PRIOR TO THE INSTALLATION OF ANY UNDERGROUND IMPROVEMENTS.·NOTIFYING THE DESIGN ENGINEER AND MUNICIPALITY 48 HOURS PRIOR TO THE START OF CONSTRUCTION TO ARRANGE FOR APPROPRIATECONSTRUCTION OBSERVATION.9.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE ENGINEER WITH AS-BUILT CONDITIONS OF THE DESIGNATED IMPROVEMENTS IN ORDERTHAT THE APPROPRIATE DRAWINGS CAN BE PREPARED, IF REQUIRED. ANY CHANGES TO THE DRAWINGS OR ADDITIONAL ITEMS MUST BEREPORTED TO THE ENGINEER AS WORK PROGRESSES.10.ANY SANITARY SEWER , SANITARY SEWER SERVICES, WATER MAIN, WATER SERVICES, STORM SEWER, OR OTHER UTILITIES, WHICH ARE DAMAGEDBY THE CONTRACTORS, SHALL BE REPAIRED TO THE OWNER'S SATISFACTION AT THE CONTRACTOR'S EXPENSE. NO BLASTING IS ALLOWED WITHIN30 FEET OF EXISTING UTILITIES.11.ALL PRIVATE INTERCEPTOR WATER MAIN AND WATER SERVICES SHALL BE INSTALLED WITH A 6' MINIMUM BURY. PROVIDE INSULATION ABOVEPIPES WITH LESS THAN 5' OF GROUND COVER.12.GRANULAR BACKFILL MATERIALS ARE REQUIRED IN ALL UTILITY TRENCHES UNDER SIDEWALKS AND PROPOSED PAVED AREAS (UNLESSOTHERWISE SPECIFIED BY A GEOTECHNICAL ENGINEER). ALL UTILITY TRENCH BACKFILL SHALL BE COMPACTED PER SPECIFICATIONS. ALLPAVEMENT PATCHING SHALL COMPLY WITH THE VILLAGE OF MOUNT HOREB STANDARD SPECIFICATIONS. ADDITIONAL PAVEMENT MILLING ANDOVERLAY MAY BE REQUIRED BY PERMIT.13.CONTRACTOR SHALL NOTIFY THE MUNICIPAL PUBLIC WORKS DEPARTMENT A MINIMUM OF 48 HOURS BEFORE CONNECTING TO PUBLIC UTILITIES.14.ALL NON-METALLIC BUILDING SEWER AND WATER SERVICES MUST BE ACCOMPANIED BY MEANS OF LOCATING UNDERGROUND PIPE. TRACER WIREVALVE BOXES SHALL BE INSTALLED ON ALL LATERALS AND AS INDICATED ON THESE PLANS.15.EXTERIOR CLEANOUTS SHALL BE PROVIDED AS REQUIRED BY SPS 382.35. ALL EXTERIOR CLEANOUTS SHALL BE PROVIDED WITH A FROST SLEEVE INACCORDANCE WITH SPS 382.34(5)(a)b AND SPS 384.30(2)(c).16.ALL PRIVATE PLUMBING MATERIALS SHALL CONFORM TO SPS 384.30.17.ALL PRIVATE PIPE JOINTS SHALL BE INSTALLED PER SPS 384.40.18.ALL PRIVATE WATER PIPE, INCLUDING DEPTH AND SEPARATION REQUIREMENTS, SHALL BE IN ACCORDANCE WITH SPS 382.40(8).19.THE CONTRACTOR SHALL ALLOW 10 WORKING DAYS FOR THE CONSTRUCTION OF GAS MAINS WHEN SCHEDULING THE WORK AND SHALL NOTRESTRICT ACCESS TO THE GAS MAIN CONTRACTOR OR OTHER UTILITY COMPANIES.20.INLET CASTINGS SHALL BE SET TO GRADE PRIOR TO AND SEPARATE FROM THE POURING OF THE CONCRETE CURB AND GUTTER. IS IS REQUIREDTHAT THREE FEET OF CONCRETE CURB AND GUTTER ON EACH SIDE OF THE INLET SHALL BE POURED BY HAND, NOT THROUGH THE USE OF A CURBMACHINE. THE INLET CASTING SHALL BE SET TO GRADE ON A BED OF MORTAR WHICH SHALL BE A MINIMUM OF TWO INCHES THICK. THE INLETSHALL BE PLACED ON THE MORTAR BED AND SHALL BE ADJUSTED TO GRADE BY APPLYING DIRECT PRESSURE TO THE CASTING. ONCE THECASTING ADJUSTMENT IS COMPLETE, THREE FEET OF CURB AND GUTTER ON EACH SIDE OF THE CASTING SHALL BE POURED BY HAND.21.CONTRACTOR SHALL VERIFY AND COORDINATE ALL UTILITY CONNECTIONS WITH THE BUILDING PRIOR TO CONSTRUCTION.22.THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO AS TO BE IN CONFORMANCE WITH THE VILLAGE EROSION CONTROL AND STORMWATERORDINANCE, AND DNR ADMINISTRATIVE RULE NR 216 AT ALL TIMES. UTILITY NOTES PROPOSED PROPERTY BOUNDARYEASEMENTBUILDING FOOTPRINT18" CURB AND GUTTERASPHALT PAVEMENTCONCRETE PAVEMENTPROPOSED WATER MAINPROPOSED SANITARY SEWERPROPOSED STORM SEWERPROPOSED GAS SERVICE (DESIGN BY OTHERS)PROPOSED ELECTRIC SERVICE (DESIGN BY OTHERS)STORMWATER TREATMENT FACILITY WATSANSTMGASE CONNECTION INTO EXISTING 8" PVC SANITARYSEWER SERVICE LOCATED IN THIS AREA.RIM = 1195.53I.E.(EX 8" PVC) = 1184.34 (NE)I.E.(8" PVC) = 1186.34 (S)I.E.(8" PVC) = 1186.34 (E)EXISTING PVC DEPTH ASSUMED BASED ON A2.0% SLOPE FROM CONNECTION TO EXISTINGMANHOLE. CONTRACTOR TO VERIFYELEVATION AND SIZE DURING DEMOLITIONACTIVITIES. CONTACT THE ENGINEER FORREDESIGN IF THERE IS ANY DISCREPANCY. SANITARY BUILDINGCONNECTION LOCATIONI.E. = 1186.69 (ARC. 81'3")COORDINATE WITH INTERIORPLUMBING PLANS.WATER BUILDING CONNECTIONLOCATION. COORDINATE WITHINTERIOR PLUMBING PLANS. ROOF DOWNSPOUTS TO BE CONNECTEDINTO ADJACENT STORM SEWER SYSTEMFOR DISCHARGE INTO THESTORMWATER MANAGEMENT SYSTEM. 45°BEND 17 LF OF 8"PVC @ 2.08% 8" VALVE UNDERGROUND WET POND SYSTEM(TWO 40 LF 72" CMP OR APPROVEDEQUIVALENT WITH ACCESSSTRUCTURE FOR CLEANING). REFER TODETAIL ON C401. 246 LF OF 8" DUCTILE IRON PIPE WARNING: ULO REQUIRED. GASCROSSING IN THIS AREA. CONTRACTORTO COORDINATE RELOCATION OFEXISTING UTILITIES AS NEEDED TOALLOW FOR NEW PIPE AT THE DESIGNELEVATION. NOTE: CURB INLET RIM ELEVATION IS TO FLAG OF CURB. ADD 0.44-FEET TO GET TO BACK OF CURB. PERIMETER ROAD CONNECTION INTO EXISTING 8"WATERMAIN IN PERIMETERROAD. CONTRACTOR TOVERIFY ELEVATION AND SIZEAND LOCATION PRIOR TOCONSTRUCTION. FIELDMARKINGS ON DIFFERENTDATES SUGGEST DIFFERENTLOCATIONS. CONTACT THEENGINEER FOR REDESIGN IFTHERE IS ANY DISCREPANCY. ADS FLEXSTORM PUREWITH OIL & GREASEPOUCH (OR APPROVEDEQUAL) TO BEINSTALLED IN INLETAFTER CONSTRUCTION. STORMWATERMANAGEMENT CONNECTION INTO EXISTING STORMLINE DRAINING THROUGH THEADJACENT PARCELINV (NW) = ±1187.8 (12" HDPE) 1.UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA AS SURVEYED BY WYSER ENGINEERING ON THE WEEKOF FEBRUARY 26, 2025. WYSER ENGINEERING SHALL NOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY ARISE AS A RESULTOF ERRONEOUS OR INCOMPLETE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO CONFIRM ALL ELEVATIONS, GENERAL DRAINAGE ANDEARTHWORK REQUIREMENTS PRIOR TO CONSTRUCTION.2.THE BENCHMARK LOCATIONS ARE SHOWN FOR REFERENCE ONLY ON THIS PLAN. THE BENCHMARKS SHALL BE VALIDATED BY LICENSED LANDSURVEYOR PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RISK ASSOCIATED WITH BENCHMARK ELEVATIONS UNTIL CONFIRMED.3.CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & TO WORK WITHIN THE VILLAGE'S LAND IF REQUIRED.4.WYSER ENGINEERING SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BY THE OWNER OR CONTRACTOR FROM THEAPPROVED CONSTRUCTION PLANS THAT MAY RESULT IN DISCIPLINARY ACTIONS BY REGULATORY AGENCIES.5.IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME APPARENT, IT SHALL BE BROUGHT TO THE ATTENTION OF THEENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR.6.ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS AND PUBLIC EASEMENTS SHALL BE IN ACCORDANCE WITH VILLAGE OFMOUNT HOREB STANDARD SPECIFICATIONS. PROPOSEDBUILDING 1FFE = 1205.33BFE = 1196.00 PROPOSEDBUILDING 2FFE = 1205.33BFE = 1194.18 42 LF OF 8" DUCTILE IRON PIPESANITARY BUILDINGCONNECTION LOCATIONI.E. = 1190.08 (ARC. 84'9")COORDINATE WITH INTERIORPLUMBING PLANS.180 LF OF 8" PVC @ 2.08% 45°BEND45°BEND45°BENDWATER BUILDING CONNECTIONLOCATION. COORDINATE WITHINTERIOR PLUMBING PLANS. ROOF DOWNSPOUTS TO BE CONNECTEDINTO ADJACENT STORM SEWER SYSTEMFOR DISCHARGE INTO THESTORMWATER MANAGEMENT SYSTEM. 8" VALVE WARNING: ULO REQUIRED. GASCROSSING IN THIS AREA. CONTRACTORTO COORDINATE RELOCATION OFEXISTING UTILITIES AS NEEDED TOALLOW FOR NEW PIPE AT THE DESIGNELEVATION. NOTE: WATER MAIN MARKINGS TWO MONTHSAFTER INITIAL SURVEY SHOWING WATERMARKINGS IN THE STREET WERE SHOWNNEAR THE CURB LINE AS SHOWN. IT IT LIKELYTHAT THIS IS A MISS-MARKED LOCATION ANDTHE WATER MAIN FOLLOWS THE ALIGNMENTOF THE SANITARY WITHIN THE PAVEMENT OFPERIMETER ROAD WHERE WE SHOW THEPROPOSED WATER TIE-IN LOCATIONS. C.O.C.O. C.O. 45°BEND 8X6 TEE, 9 LF OF 6" DI PIPE AND HYDRANT. Page 64 of 127 KLEIN PERIMETER ROADVILLAGE OF MT. HOREB, DANE COUNTY, WI C400 FLOWDIRECTION SEE PLANS FOR ANCHOR TRENCH LOCATIONS CHANNEL TERMINATION TWOROWS OF STAPLES 6" APARTOFFSET BY 3" MATERIAL NOTES1.ONLY PRODUCTS LISTED IN THE WISCONSIN DEPARTMENT OFTRANSPORTATION EROSION CONTROL PRODUCT ACCEPTABILITY LIST(PAL) ARE ACCEPTABLE FOR USE.2.STAPLES USED FOR CLASS I TYPES A & B MATS SHALL BE 1-2 INCHWIDE, U-SHAPED, MADE OF NO.11 (3.05mm) OR LARGER DIAMETERSTEEL WIRE, AND NOT LESS THAN 6 INCHES LONG FOR FIRM SOILSAND 12 INCHES LONG FOR LOOSE SOILS.INSTALLATION NOTES1.EROSION CONTROL REVEGETATIVE MATS (ECRM) SHALL BEINSTALLED AFTER TOPSOIL AND SEED HAVE BEEN PLACED.2.INSTALLATION OF ECRM SHOULD BE COORDINATED WITHPERMANENT RESTORATION PRACTICES.3.INSTALLATION SHALL CONFORM WITH WDNR CONSERVATIONPRACTICE STANDARD 1053.4.ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. THIS STANDARD DETAIL IS AN EXAMPLE OFTYPICAL INSTALLATION GUIDANCE.5.MATS SHALL BE IN FIRM AND CONTINUOUS CONTACT WITH THE SOIL.6.IF SECTIONS OF ECRM NEED TO BE OVERLAPPED, ENSURE THAT THEOVERLAP IS FACING DOWNSTREAM TO PREVENT WATER FROMFLOWING BENEATH THE ECRM.INSPECTION & MAINTENANCE NOTES1.INSTALL ADDITIONAL ANCHORING IN AREAS OF OBSERVED RILLINGAND CONCENTRATED FLOW BENEATH THE EROSION MAT. IF RILLINGIS SEVERE ENOUGH TO PREVENT VEGETATION ESTABLISHMENT,REMOVE EROSION MAT, REGRADE, COMPACT, RE-SEED, AND REPLACETHE SECTION OF MAT.2.IF PRODUCTS WITH PLASTIC NETTING ARE USED, REMOVE NETTINGOR REPLACE MAT IF SEPARATION OF THE NETTING FROM THE MAT ISOBSERVED.3.ALL MAINTENANCE ACTIVITIES SHOULD OCCUR AS SOON ASPOSSIBLE WITH CONSIDERATION OF SITE CONDITIONS.EROSION CONTROL MAT (CHANNELS) TRENCH APPROX.10" WIDE x 8" DEEP SOIL PILEFROMTRENCH FLOW STEP 1 STEP 2 STAPLES ARE THROUGHBOTH BLANKETS BLANKET OVERLAP,2"-4" FLOW6" OVERLAP 2 ROWS OF STAPLES4" APART FLOW 2 ROWS OF STAPLES: 4"SPACING BETWEENROWS, 12" SPACINGBETWEEN STAPLES2 ROWS OF STAPLES: 4"SPACING BETWEENROWS, 12" SPACINGBETWEEN STAPLES ANCHOR TRENCH DETAIL GENERAL STAPLE PATTERN:USE MANUFACTURER'S RECOMMENDATIONS. MAXIMUMDISTANCE BETWEEN STAPLES IS 4 FEET. FLOWDIRECTION WOVEN GEOTEXTILE FABRIC ANCHOR TRENCH SECURE FABRIC TO POST WITH 0.5" STAPLESIN 5 PLACES MIN. SUPPORT CORD118 " x 118 " x 48" (MIN.) AIR OR KILN DRIEDHICKORY OR OAK POSTSGEOTEXTILE FABRIC 18" MIN. POLYESTEROR NYLON SUPPORTCORDFLOW 4" WIDE x 6" DEEPANCHOR TRENCH8" MIN. GEOTEXTILE INANCHOR TRENCH BACKFILL AND COMPACTANCHOR TRENCH + 24" FLOW MATERIAL NOTES1.GEOTEXTILE FABRIC SHALL BE WOVEN AND SHALL CONFORM TO THE MATERIALREQUIREMENTS LISTED IN SECTION 628 OF THE WISDOT STANDARDSPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION, 2003EDITION.INSTALLATION NOTES1.INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF WDNRCONSERVATION PRACTICE STANDARD 1056.2.CONSTRUCT THE SILT FENCE IN AN ARC WITH THE ENDS POINTING UPSLOPE TOAVOID EROSION AROUND THE ENDS OF THE FENCE.3.FAILURE TO PROPERLY ANCHOR SILT FENCE COULD RESULT IN WATER ANDSEDIMENT RELEASE BENEATH THE SILT FENCE. PROPERLY SECURE THE SILTFENCE INTO THE ANCHOR TRENCH.4.CONSTRUCT THE FENCE FROM A CONTINUOUS ROLL OF GEOTEXTILE TO AVOIDJOINTS. WHERE JOINTS ARE NECESSARY, OVERLAP TO THE NEXT POST ORWRAP ADJOINING FABRICS TOGETHER AROUND THE JOINT POST AND TIGHTLYFASTEN.5.SILT FENCE SHALL NOT BE USED IN AREAS OF CONCENTRATED FLOW. INSPECTION & MAINTENANCE NOTES1.AT A MINIMUM, PERFORM INSPECTIONS WEEKLY ANDWITHIN 24 HOURS OF PRECIPITATION EVENTSPRODUCING 0.5 INCHES OR MORE OF RAINFALL.2.INSPECT FENCES FOR DAMAGE TO STAKES AND FABRIC,UNDERCUTTING, EXCESSIVE SEDIMENT ACCUMULATION(GREATER THAN 12 OF THE FENCE HEIGHT), ANDINDICATIONS OF SCOUR AROUND THE EDGES.3.REPAIR OR REPLACE SILT FENCE WITHIN 24 HOURS OFIDENTIFYING AND DEFICIENCIES.SILT FENCE 48" MIN. FOLD 3"MAX. 6' TYP. / 8' MAX. 20" MIN. POSTBURIAL 11.5 2' MIN.1' MIN.L 11.5 1.2. 2' FLOW ELEVATION CROSS-SECTION 8-INCH THICK LAYER (MIN.) OF 3/4"CLEAR STONE TOPSOIL ORSTONEBERMSTONEWEEPER BERM TO BE CONSTRUCTED WITH 3" CLEAR STONE, 1.5' HIGH ABOVE THE SWALEBOTTOM AND LEVEL WITH THE CREST.EXTEND BERM ACROSS SWALE TO MEET SWALE SIDE SLOPES GRADES. WHERE SWALEIS LESS THAN 1.5' DEEP, REDUCE BERM HEIGHT TO 1.0', WITH A 4' LENGTH.INSTALL GEOTEXTILE FABRIC SAS UNDER CLEAR STONE.3.STONE BERM 1" TOPSOIL (TO BE SEEDED)EROSION CONTROLREVEGETATIVE MAT 3" TOPSOILTURF REINFORCEMENT MATNOTE: VARIATION ON INSTALLATION PROCEDURESMAY OCCUR. REFER TO MANUFACTURER'SRECOMMENDED INSTALLATION GUIDELINES.TURF REINFORCEMENTINSTALLATION DETAIL CLASS III, TYPE C(BOTTOM AND SIDES)CLASS III, TYPE A (TOP)4" INTEGRAL CURB AND WALKOR 18" CURB AND GUTTER 1.5% 12:1FLATPAVEMENT/PARKING 5'12:11.5% 1.5% SIDEWALK FLUSH WITH PAVEMENTRAMPS PER WISCONSINADMINISTRATIVE CODE COMM 69.37AND ADAAG 705 TRUNCATED DOME (STAMPEDCONCRETE PAINTED YELLOW, YELLOWPLASTIC OR CAST IRON PAINTEDYELLOW) PER WISCONSINADMINISTRATIVE CODE COMM 69.37 ANDADAAG 705 ADA RAMP GEOTEXTILE FABRIC (IF NECESSARY)EXISTING ROAD 50' 12" MIN. 12' MIN. REFER TO MATERIALS NOTES MATERIAL NOTES INSTALLATION NOTES INSPECTION & MAINTENANCE NOTES CONSTRUCTION ENTRANCE (STONE TRACKING PAD) 1. USE HARD, DURABLE, ANGULAR STONE OR RECYCLED CONCRETEMEETING THE GRADATION IN TABLE 1. WHERE THIS GRADATION ISNOT AVAILABLE, MEET THE GRADATION IN WISCONSIN DEPARTMENTOF TRANSPORTATION (DOT) STANDARD SPECIFICATION, SECTION 312SELECT CRUSHED MATERIAL. USE MATERIAL SUBSTANTIALLY FREEFROM DIRT, DEBRIS, STEEL, VEGETABLE MATTER, AND OTHERDELETERIOUS MATERIAL. PLACE THE AGGREGATE IN A LAYER ATLEAST 12 INCHES THICK.2. THE TRACKING PAD SHALL BE UNDERLAIN WITH A WDOT TYPE RGEOTEXTILE FABRIC WHERE WARRANTED BASED ON SOIL TYPE ORHIGH GROUNDWATER.1. INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OFWDNR CONSERVATION PRACTICE STANDARD 1057.2. INSTALL THE TRACKING PAD ACROSS THE FULL WIDTH OF THEACCESS POINT, OR RESTRICT EXITING TRAFFIC TO A DEDICATEDEGRESS LANE WITH A DRIVING SURFACE AT LEAST 12 FEET WIDE.3. DIMENSIONS OF THE TRACKING PAD SHALL BE MINIMUM AS NOTEDON THE FIGURE ABOVE.4. DIVERT SURFACE FLOWS AWAY FROM TRACKING PADS OR CONVEYFLOW UNDER AND/OR AROUND USING CULVERTS AND SWALES. DIRECTRUNOFF FROM TRACKING PADS TO SEDIMENT CONTROL PRACTICES.5. DO NOT COMPACT AGGREGATE PRIOR TO USE. COMPACTION,GROUTING, OR OTHER MEANS OF CREATING A SMOOTH SURFACECOMPROMISE THE EFFECTIVENESS OF THE TRACKING PAD.6. TRACKING PAD SHALL BE REMOVED OR INCORPORATED INTOGRAVEL DRIVEWAY ONLY AFTER CONSTRUCTION IS COMPLETE ANDTHE SITE HAS BEEN STABILIZED. 1. STONE TRACKING PADS SHALL BE INSPECTED WEEKLY AND WITHIN 24HOURS AFTER EVERY PRECIPITATION EVENT THAT PRODUCES 0.5 INCHES OFRAIN OR MORE DURING A 24 HOUR PERIOD.2. MONITOR AND MAINTAIN DEVICES TO MINIMIZE SHIFTING, RUTTING OFADJACENT SURFACES, AND STRUCTURAL FAILURE. MAINTAIN A LOOSENED,ROUGH SURFACE BY SCRAPING, LOOSENING, OR TOP-DRESSING WITHADDITIONAL AGGREGATE.2. ADDITIONAL AGGREGATE SHALL BE PLACED IF THE TRACKING PAD BECOMESBURIED OR IF SEDIMENT IS NOT BEING REMOVED EFFECTIVELY FROM THEVEHICLE TIRES.3. A MINIMUM 30-FEET WIDE BY 50-FEET LONG BY 12-INCH THICK PAD SHALLBE MAINTAINED AT ALL TIMES. ADD STONE AS NEEDED TO MAINTAIN THEMINIMUM PAD THICKNESS.4. THE TRACKING PAD PERFORMANCE SHALL BE MAINTAINED BY SCRAPING ORTOP-DRESSING WITH ADDITIONAL AGGREGATE.5. ANY SEDIMENT TRACKED ONTO A PUBLIC OR PRIVATE ROAD SHOULD BEREMOVED BY STREET CLEANING AT THE END OF EACH WORKING DAY.6. REMOVE STONES LODGED BETWEEN THE TIRES OF DUAL WHEEL VEHICLESPRIOR TO LEAVING THE CONSTRUCTION SITE.7. MAINTENANCE SHALL BE COMPLETED AS SOON AS POSSIBLE WITHCONSIDERATION FOR SITE CONDITIONS.8. REPLACE DAMAGED OR CRUSHED CULVERTS UNDER TRACKING PAD. SIEVESIZEPERCENT BYWEIGHT PASSING 3" 1002-1/2" 90-1001-1/2" 25-60 3/4" 0-20 3/8" 0-5TABLE 112 12"1'-6"6" 2'-6"3/4" 6"R2-1/2"R3" 6-1/4"6" MIN 1DENSE GRADED BASE 1-1/4"(TYP.),2COMPACTED SUB BASECURB WALL INSET NOTES:1.DETAIL BASED ON WDNR TECHNICAL STANDARD 1060. ANY VARIATIONS FROMTHAT STANDARD IS UNINTENDED AND SHOULD NOT BE USED.2.TAPER BOTTOM OF BAG TO MAINTAIN 8" OF CLEARANCE BETWEEN THE BAG ANDTHE STRUCTURE, MEASURED FROM THE BOTTOM OF THE OVERFLOW OPENINGSTO THE STRUCTURE WALL.3.THE RIGID FRAME SHALL BE CONSTRUCTED OF GALVANIZED STEEL AND HAVEADEQUATE STRENGTH TO SUPPORT THE WEIGHT OF THE SEDIMENT BAG WHENCOMPLETELY FULL.4.THE RIGID FRAME SHALL NOT INTERFERE WITH OR ELEVATE THE GRATE MORETHAN 1/8".5.DROP THE INLET FILTER THOUGH THE CLEAR OPENING SUCH THAT THE HANGERSREST FIRMLY ON THE LIP OF THE STRUCTURE.TYPE D-RF INLET PROTECTION CURB BACKEXTENSION FORINLETS WITHCURB BOXES MAINTENANCE NOTES:1.WHEN REMOVING OR MAINTAINING INLET PROTECTION, CARS SHALL BE TAKENSO THAT THE SEDIMENT TRAPPED IN THE FABRIC DOES NOT FALL INTO THESTRUCTURE. MATERIAL THAT HAS FALLEN INTO THE STRUCTURE SHALL BEIMMEDIATELY REMOVED. REPLACEABLEFILTER BAG (22"MIN. TOTAL DEPTH)DUAL FABRIC BAGSSHALL BE STITCHEDTOGETHER.12" MIN. LENGTH AND WIDTHDIMENSIONS SHALL BE PERINLET TYPE SPECIFIED ON PLANHANGERS (SEE NOTE #5) AVAILABLE OVERFLOW DEPTHRIGID FRAME (SEE NOTES #2 AND #3)TYPE FF GEOTEXTILE FABRICNON-WOVEN INNER BAG LINER(COVERING LOWER HALF OF BAG) CAN BE INSTALLED IN INLETSWITH OR WITHOUT CURB BOXES MATERIALTHICKNESSSPECIFICATIONBITUMINOUS UPPER LAYER1.75"SECTION 460, TABLE 460-1BITUMINOUS LOWER LAYER2.25"SECTION 460, TABLE 460-1DENSE GRADED BASE12.0"SECTION 301 AND 305, 3" AND 1.25"TOTAL THICKNESS16.0" PAVEMENT SECTIONS 1.SPECIFICATIONS BASED ON GEOTECHNICAL REPORT AS PREPARED BY CGC, INC., DATEDJULY 23, 2025. IF ANY DISCREPANCY BETWEEN THIS DETAIL AND THE GEOTECHNICALREPORT IS FOUND, THE GEOTECHNICAL REPORT HOLDS.2.LIGHT DUTY AREAS (REFERS TO THE STRIPED PARKING AREAS ONLY). MAY HAVEREDUCED BITUMINOUS LOWER LAYER TO 1.75" AND DGB TO 10.0".3.UNDERCUTTING IS LIKELY BASED ON UNDERLYING SOILS. ASSUME 30% OF SITE WILLREQUIRE UNDERCUTTING. UNDERCUT SECTION ASSUMED TO BE 12" OF 3" DGB OVERBIAXIAL GEOGRID (TENSAR BX TYPE 1 OR EQUAL). FINAL DETERMINATION BASED ONFIELD PROOF-ROLL.4.COMPACTION REQUIREMENTS4.1.BITUMINOUS CONCRETE: REFER TO SECTION 460-3.4.2.BASE COURSE: REFER TO SECTION 301.3.4.2, STANDARD COMPACTION5.MIXTURE TYPE LT BITUMINOUS PAVEMENT IS RECOMMENDED, REFER TO SECTION 460,TABLE 460-2 OF THE STANDARD SPECIFICATIONS.6.THE UPPER 4" OF DGB SHALL BE 1.25"; THE BOTTOM PART OF THE LAYER CAN BE 3"DGB.MATERIALTHICKNESSSPECIFICATIONCONCRETE SLAB LAYER 6.0"* SECTION 501, GRADE A, CLASS IDENSE GRADED BASE 8.0"**SECTION 301 AND 305, 31.5 MMTOTAL THICKNESS 14.0"NOTE: CONCRETE SIDEWALK TO BE 5" CONCRETE OVER 4" DENSE GRADED BASE.* REINFORCEMENT TO INCLUDE #4 REBAR 12" O.C. BOTH WAYS OR EQUIVALENT** SITE PROOF ROLLS TO BE COMPLETED WITH ADDITIONAL THICKNESS ADDED PERGEOTECHNICAL RECOMMENDATION. BASED ON CURRENT GEOTECHNICALRECOMMENDATIONS; 12" DGB TO BE ADDED BELOW 6" LAYER WITH ADDITIONAL BIAXIALGEOGRID (TENSAR BX TYPE I OR EQUIVALENT) JOINT BETWEENSIDEWALK AND CURB6"125"4" Page 65 of 127 KLEIN PERIMETER ROADVILLAGE OF MT. HOREB, DANE COUNTY, WI C401 RIP RAP AND ENDWALL CROSS SECTION B-B CROSS SECTION A-ASLOPED/FLAT SWALE DISCHARGEAND FLAT POND DISCHARGESLOPED POND DISCHARGE PLAN VIEW DW - SEE CHART L - SEE CHART PER PLANS3D MIN. AA B B EXTENDGEOTEXTILEFILTER FABRIC12' PAST ENDOF RIP RAP EXTEND GEOTEXTILEFILTER FABRIC 12"PAST END OF RIP RAPGEOTEXTILEFILTER FABRIC,TYPE HRGEOTEXTILE FILTERFABRIC, TYPE HR NOTE: RIPRAP SHALLEXTEND TO TOE OFSLOPE MIN.12" MIN. RIPRAP(SEE CHART) RIPRAP(SEE CHART)MIN. 1/2 D 12" MIN. EXTEND RIPRAPTO SPRING LINEOF ENDWALLENDWALL GEOTEXTILE FILTERFABRIC, TYPE HRRIPRAP(SEE CHART)MN. 1/2 D 1) JOINT TIES SHALL BE INSTALLED AT THE LAST(DOWNSTREAM) TWO JOINTS ON ANY PIPE RUN ENDING INAN APRON ENDWALL STRUCTUREWLDEPTHTYPE STM AE NO. 117.1'5.0'1.5'LIGHT RIPRAP STM STMSTM BIORETENTION BASIN OUTLETNTS TOP VIEWSIDE VIEW 10" PIPE FROM MANHOLE TOOUTFALL. I.E. = 1197.50 6" DIA ORIFICEI.E. = 1200.75 10" PIPE FROMMANHOLE TO OUTFALLFLOW 6" DIA. ORIFICE 5:1 5:1 TOP OF BERMELEVATION = 1204.0WEIR OVERFLOWELEVATION = 1203.2510' NOTE: OVERFLOW SHALL BE REINFORCED WITH TURF REINFORCED MAT (TRM) - CLASS III,TYPE C BY PYRAMAT OR APPROVED EQUAL. TRM SHALL BE INTALLED PER MANUFACTURER'SRECOMMENTDATIONS. CONE GRATE TRASHRACKSBY HAALA - CG36TM (ORAPPROVED EQUAL)RIM = 1202.50 TRASH GRATE 1"X1" GALVANIZED WIREMESH TRASH GRATE WITHGALVANIZED SCREWCONNECTION. SIZE/SHAPEMAY VARY - ORIFICE SHALLBE COVERED BY GRATE BIORETENTION BASINOVERFLOW WEIRNTS 36" DIAMETER MANHOLE 1-FOOT DEEP SUMPI.E. = 1196.56" PERFORATED PIPE FROMBASIN TO MANHOLEI.E. = 1197.5 STM6" PERFORATED PIPEFROM BASIN TO MANHOLE FLOW 6" TOP SOIL>31 1.ALL CONSTRUCTION PRACTICES SHALL MEET THE SPECIFICATIONS OFTHE WDNR TECHNICAL STANDARD 1004 - BIORETENTION FORINFILTRATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ACOPY OF THIS STANDARD AND CONSTRUCT THE BIORETENTIONDEVICE IN ACCORDANCE WITH THE REQUIREMENTS OUTLINEDTHEREIN.2.CONTRACTOR SHALL INSTALL NATIVE PLANT PLUGS IN THE BASIN ANDINSTALL A CLASS II EROSION CONTROL MAT (OVERLAPPED ANDANCHORED WITH MIN. 6" LONG HARDWOOD STAKES). CUT AN "X" INTHE MATTING AND AUGER DOWN TO PLACE APPROPRIATE PLANTINGPLUGS EVERY 12 INCHES ON CENTER. 3.CONTRACTOR SHALL INSTALL 18" OF ENGINEERED SOIL CONSISTINGOF: 70% ASTM C33 SAND AND 30% CERTIFIED COMPOST (SEE GENERALNOTE 4).4.CERTIFIED COMPOST SHALL CONSIST OF: >40% ORGANIC MATTER,<60% ASH CONTENT, PH OF 6-8, AND MOISTURE CONTENT OF 35-50%BY WEIGHT.5.FILTER FABRIC SHALL BE PLACED ABOVE THE PERFORATED PIPE,BETWEEN THE PEA GRAVEL AND THE ENGINEERED SOIL, A WIDTH OF 4FEET CENTERED OVER THE FLOW LINE OF THE PIPE. 6.ANNUAL RYE GRASS SHALL BE SEEDED AT 40 LB/ACRE WITH THE SEEDMIX IN THE AREAS SURROUNDING THE BASIN, ON SIDE SLOPES, ANDOVER ANY LAND THAT DISCHARGES INTO THE BASIN FOR EROSIONCONTROL WHEN BASIN IS BROUGHT ON-LINE. ROOTSTOCK AND PLUGSARE REQUIRED TO ESTABLISH VEGETATION AT THE INVERT OF THEBASIN.7.ALL WORK TO BE CONDUCTED IN CONFORMANCE WITH APPLICABLELOCAL, REGIONAL, AND STATE STORMWATER STANDARDS FOR THEPROJECT SITE AS APPROVED BY THE REGULATORY ENGINEER.8.REFER TO LANDSCAPE PLAN FOR PLANTING REQUIREMENTS. GENERAL NOTES:SECTIONN.T.S.SECTIONN.T.S. 6" COARSE GRAVELLAYER 18" ENGINEEREDSOILS LAYERREFER TO LANDSCAPE PLAN FORBIORETENTION BASIN PLANTINGS AB OUTLET STRUCTURE.REFER TO DETAIL6" PERFORATED UNDERDRAIN BIORETENTION DEVICE1204.0 1200.00 1198.501198.00 REFER TO GENERALNOTE NO. 5 CLEAN OUT - 6" PVC PIPECONNECTED WITH A TEE TO THEUNDERDRAIN. TOP OF WELL TOHAVE A SECURED ABOVEGROUNDCAP PLACED AT THE BOTTOM OF THE BASIN.PROVIDE TYPE B POND LINER ON BOTTOMAND SIDES OF BASIN PER WDNR STANDARDS(APPENDIX D, TECHNICAL STANDARD 1001).ACCEPTABLE LINERS INCLUDE 2-FEET THICKCLAY, 40 MIL THICK HDPE OR 30 MIL THICKPPL. TYPE B LINER CUTOFFELEVATION ON SIDESLOPES: 1202.066" TOP SOIL TYPE B LINER CUTOFFELEVATION ON SIDESLOPES: 1202.06 6" TOP SOIL WATER SURFACE ELVATION100-YR EL = 983.12' UNDERGROUND WET POND TYPICAL SECTION STMSTMSTMSTMSTMSTM STMSTM STMSTMSTMSTMSTMSTM STMSTM BEDDING STONE TO EXTEND A MINIMUM OF6" ABOVE THE PIPE AND BELOW THE PIPE.ALTERNATE WATER TIGHT LINER TO WATERTIGHT PIPES6-FOOT DIAMETER WATER TIGHT PIPES.WATER LEVEL IN PIPES TO THE HALFFILLED POINT. 6.0'TYP.1.5' TYP. 0.5'TYP. 0.5'TYP. VARIES.APPROXIMATE 2.0'1192.5 - TOP OF BEDDING STONE1192.0 - TOP OF PIPE 1189.0 - WATER SURFACE /OUTLET PIPE INVERT 1186.0 - BOTTOM OF PIPE1185.5 - BOTTOM OF BEDDINGSTONE VARIES (1195.4 - 1194.4)- TOPOF PAVEMENT STMSTM TOP VIEWSIDE VIEW 24" PIPE FROMSTORMWATER FACILITY TOMANHOLE. I.E. = 1188.94 12" PIPE FROMMANHOLE TO OUTFALLFLOW 12" PIPE FROM MANHOLE TOUNDERGROUND WET POND.I.E. = 1188.22 48" DIAMETER MANHOLEREFER TO UTILITY NOTES FORRIM TYPE AND ELEVATION. UNDERGROUND WET POND OUTLETSTM MH NO. 2NTS STMSTMFLOW 24" PIPE FROMSTORMWATERFACILITY TO MANHOLE 6" DIA ORIFICE IN INTERIORWEIR WALL.I.E. = 1189.0 SHARP CRESTED RECTANGULARWEIR.I.E. = 1190.25 WEIR WALLWITH 6"ORIFICE EACH PIPE 40 LF. TOTAL 80 LF Page 66 of 127 5. Landscaping Plan The following exhibit is a detailed landscaping plan for the site designed by Olson Toon. The landscape design for this project will meet all Village of Mount Horeb landscape design standards. This plan contains an itemized plant detailing the types of plants and quantities that will be incorporated. Page 67 of 127 lp16051189.64 PERIMETER ROAD PROPOSED PROPERTY LINE PROPERTY LINETT LOT 2LOT 11Pp LANDSCAPE NOTES:• Please refer to Grading & Erosion Control Plan for final contour information.• Individual tree and shrub groupings in lawn areas to receive brown dyed wood mulch rings with trenchedge.SODPremium Kentucky Bluegrass sodSEEDSMPremium sunny grass seed blend with straw mat.(Class 1 Type B single net)All planting beds to be Capitol Washed Stone with DimexEdgePro polyvinyl (black plastic) edging 3Po 1AG8ag2Rk3Dk1Vd2QW2Ha3ag2Ha3pa3St1ag6rf1Cc3St3Po6rf1Cc3ca3Po3ca3St 2AF 1MJ1Cc3pa1JC3sh5pa5Rr3sh6pa1JC6ca 1Vd4hr2Dk5cm6cm9TO10ca4ct1Pj1aj3Hp3Iv1Pj3Am1Fs1Cp1Pj1Fs3Iv1Fs1Cp2Am3Dk2Rk1AF 1TA8ag3MR2GB 1GB1Vd1Ha3Sa3Dk2Am2Tm3Sa1Vd2Am1Cp3pa3Pf2Am3pa1Cp3Hp1Cp3ep1ca2Am1Cp3pa3Pf1ep3Cp1Cp3ep3Hp3Pf2hh6ca3Rr2hh2JC4sh3sh3St1Pp1Pp3sh3Po7rf3St3ep4ca1ct3Iv5ep1Pj3Po1Pj3ep1ca3Iv2Ha1Pj3ep1ca15ca6aj8pa1MR1CO1CO3JC 2AG3PG 1QB3MJ1QB 1TA3St3sh1TA5St6sh SEEDSEEDSEEDSEEDSEED SEEDSEED SEED SEED SEED SEEDSEED SOD 2MR SOD SEED SOD SOD SODSOD SM SM SMSM SMSM SM SMSM SMSMSM SM SM SM SM SMSMCONCRETE PATIO EXISTING TREE (TYP)ORNAMENTAL TREESEVERGREEN TREESDECIDUOUS SHRUBSORNAMENTAL GRASSES & PERENNIALS DECIDUOUS TREESGBGingko biloba 'Princeton Sentry'Princeton Sentry Ginkgo PLANT LISTKEYSCIENTIFIC NAMECOMMON NAMEQTYSIZE #1 caCalamagrostis x acutiflora 'Karl Foerster'Karl Foerster Feather Reed Grass TOThuja occidentalis 'Emerald Green'Emerald Green Arborvitae#3 DkDiervilla 'G2X885411'Kodiak Red Bush Honeysuckle6' ROOTB&B Cont. B&BCont. STEMJCJuniperus chinensis 'Trautman'Trautman Juniper6'B&B2"B&B3 QBQuercus bicolorSwamp White OakB&BTATilia americana 'McKSentry'American Sentry LindenB&B #3Cont.#3 HaHydrangea arborescens 'Abetwo'Incrediball HydrangeaCont.PoPhysocarpus opulifolius 'SMPOTW'Tiny Wine Ninebark#3Cont.#1 hrHosta 'Rainbow's End'Rainbow's End HostaCont. 32412911121526494 EVERGREEN SHRUBSTmTaxus x media 'Tautonii'Taunton Yew#5Cont.PpPicea pungens 'Globosa'Dwarf Globe Blue Spruce#5Cont.32 RrRosa 'Meiggili'Coral Drift Rose#3Cont.8#3 AmAronia melanocarpa 'UCONNAM166'Low Scape Hedger AroniaCont.13#5Cont.4 AFAcer x freemanii 'Jefersred'Autumn Blaze Maple StSpiraea betulifolia 'Tor'Tor Birchleaf SpireaVdViburnum dentatum 'Christom'Blue Muffin Arrowwood Viburnum 2"2"2" #3 IvItea virginica 'Sprich'Little Henry Dwarf Virginia SweetspireCont.12 CpChamaecyparis pisifera 'Golden Mop'Golden Mop Japanese False Cypress#5Cont.8 MJMalus 'Red Jewel'Red Jewell Crabapple2"B&B4 RkRhododendron 'Karen'Karen Rhododendron#5Cont.4#5 CcCotinus coggygria 'NCCO1'Winecraft Black SmokebushCont.3 PjPhysocarpus opulifolius 'Jefam'Amber Jubilee Ninebark#3Cont.6#3 HpHydrangea paniculata'NCHP1'Puffer Fish HydrangeaCont.9#1 epEchinacea 'Prairie Splendor'Prairie Splendor ConeflowerCont.25 shSporobolus heterolepisPrairie Dropseed#1Cont.25 PGPicea glauca var. densataBlack Hills Spruce6'B&B3 MRMalus 'Royal Raindrops'Royal Raindrops Crabapple2"B&B9 PfPotentilla fruticosa 'Bailbrule'Creme Brulee Potentilla#3Cont.9 2"B&B2 COCeltis occidentalisCommon HackberryQWQuercus x warei 'Long'Regal Prince OakB&B52" AGAmelanchier x grandiflora 'Autumn Brilliance'Autumn Brilliance Serviceberry2"B&B3 paPerovskia atriplicifolia 'Little Lace'Little Lace Russian Sage#1Cont.37 tree form #1 agAndropogon gerardii 'Blackhawks'Blackhawks Big Bluestem GrassCont.37 rfRudbeckia fulgida 'fulgida'Black Eyed Susan#1Cont.19#3Cont.6 SaSymphoricarpos albusCommon Snowberry#1 cmCarex morrowii 'Ice Dance'Ice Dance Sedge GrassCont.11#1 ctClematis ternifloraSweet Autumn ClematisCont.5#1 hhHibiscus 'Holy Grail'Holy Grail HibiscusCont.4 #3 FsForsythia x 'Mindor'Show Off ForsythiaCont.3 3ep 5MR SMSM SM1QW1QW3JC3ag3JV3ag3JV3ag3JV3ag3JC JVJuniperus virginiana 'Taylor'Taylor Juniper6'B&B9 1TA Limestone Boulder retaining walls 1QW QUARRIED LIMESTONE BOULDERS SET ONCOMPACTED NATIVE SOIL.MATERIAL THICKNESS RANGE: 8" TO 12"6 OZ. WOVEN WALL FABRICBETWEEN NATIVE SOIL BACK-FILL AND LIMESTONEPARTIALLY BURY BASE ROWFOR STABILITYTYPICAL LIMESTONE RETAININGWALL CROSS SECTION(HEIGHT VARIES) SCALE: 1"=20'-0"0204060 PROPOSED BUILDING 1PROPOSED BUILDING 2 2sh STORMWATER BASIN STORMWATER BASIN PLUGS: 742 SQ FTMarsh MilkweedPurple ConeflowerBlue VervainCulver's Root2.5"Plug2.5"Plug2.5"Plug2.5"PlugBlue Flag IrisBrown Eyed SusanCardinal FlowerMarsh Blazingstar2.5"Plug2.5"Plug2.5"Plug2.5"PlugSwamp GoldenrodTorrey's RushBristly SedgeBrown Fox Sedge2.5"Plug2.5"Plug2.5"Plug2.5"PlugSwitch Grass2.5"PlugJoe Pye Weed2.5"Plug12" O.C.38STORMWATER BASIN NOTES:• See SITE DETAILS on Civil sheet C401for Stormwater basin information• place Coconut Fabric on Bio Basins and install native plant plugs 12" on center3838387676767676383838383812" O.C.12" O.C.12" O.C.12" O.C.12" O.C.12" O.C.12" O.C.12" O.C.12" O.C.12" O.C.12" O.C.12" O.C.12" O.C.Date:Scale:Designer:Revisions:Reference Name:red, as ORIGINAL.document unless stamped inDesigner. This is not an originalapproved by the Landscape "construction documents" unlessoutsourced as "biddable" or"schematic," and should not bethe plans presented herein areTo protect against legal liability, www.olsontoon.com Seal: (608) 827-9401Verona, WI 535933570 Pioneer RoadKLEIN PERIMETER ROADPerimeter RoadMount Horeb, Wisconsin May 23, 20251" = 20'-0"kms JTKlein Job # L100Plan Commission Submittal LANDSCAPE PLAN Page 68 of 127 6. Parking Calculations Building 1 Underground Parking Stalls: 47 Surface Parking Stalls: 26 Total 73 (1.49 Per Unit) Building 2 Underground Parking Stalls: 34 Surface Parking Stalls: 14 Total 48 (1.17 Per Unit) 7. Escrow Fees All applicable fees and deposits will be paid in full in a timely manner. 8. Erosion Control and Stormwater Management Application & Fees 9. Erosion Control Plan The application and plans have been sent in a separate link due to the size of the Stormwater Management and Erosion Control plan files. 10. Signage Plan The development team will return with a detailed signage application once available. Below is an outline of the existing signage and an example of what the proposed onsite signage will look like. Existing Signage  Springdale Signage: Currently, there is an illuminated monument sign between Springdale St and the Walgreens parking lot. (Indicated in Map)  Perimeter Signage: The main Perimeter entrance also has a stand-alone illuminated sign. Page 69 of 127 Current Signage Page 70 of 127 Proposed Signage After the 90 units are completed, the following signage elements will be installed or updated. The picture below represents what a future monument sign could look like. The sign below is 4’x6’. Main Development Sign  Positioned for visibility from main thoroughfare  Branding and name of the development prominently displayed  Landscaping integrated around base Page 71 of 127 Leasing/Temporary Marketing Signage (Pre-Occupancy)  To be placed in existing monument frame or a removable ground sign  Duration: Until lease-up is complete  Must comply with local ordinances for temporary signs Design & Materials  Materials: Sign bases and panels will utilize the same exterior cladding materials as the residential buildings (e.g., stone veneer, cement board, metal accents, and fiber cement trim).  Color Palette: Natural, earthy tones that reflect the building’s color scheme  Typography & Branding: Consistent font, iconography, and logo use across all signs  Illumination: Low energy, shielded LED lighting for readability and neighborhood compatibility Page 72 of 127 VILLAGE OF MOUNT HOREB PUBLIC HEARING MAY 27, 2026 The Plan Commission of the Village of Mount Horeb will hold a public hearing on the above date at 7:00pm in the Board Room of the Municipal Building, 138 E Main Street, Mount Horeb, WI. The purpose of the hearing is to consider an application from JT Klein Company, INC for an amendment to the PD-Planned Development General Development Plan to construct two multi-family residential apartment buildings at 101 Perimeter Road further described as parcel 0606-124-0065-1. The proposed amendment includes one additional dwelling unit for a total of 90. The existing General Development Plan allows up to a total of 89 dwelling units. The Village Board, by its Plan Commission will hear all persons concerning all matters and/or objections written or oral at that time. PUBLISH: Mount Horeb Mail April 30, 2026 Mount Horeb Mail May 7, 2026 PROPERTY OWNERS: You are receiving this notice as you own property that is within 300 feet of the proposed request. Please contact Interim Village Administrator Jon Hochkammer at 608 437-6884 ext 2109 or email jon.hochkammer@mounthorebwi.info with any questions. Page 73 of 127 AGENDA ITEM REPORT MEETING DATE PREPARED BY June 3, 2026 AGENDA ITEM # 5.e Consider New Alcohol Beverage License Applications: The Doghouse Tavern and Grill, 117 S 1st Street; Zenith Food Group, DBA Vita Bella Italiano Ristorante, 209 E Main Street; and Firefly Events Decor & Flowers LLC, 109 N 8th Street BACKGROUND RECOMMENDATION ATTACHMENTS 1. 4078_001 Page 74 of 127 AGENDA ITEM REPORT MEETING DATE PREPARED BY June 3, 2026 AGENDA ITEM # 5.f Consider Appointment of Agent Applications for New Alcohol Beverage Licenses: Jeff Ackerman for The Doghouse Tavern and Grill, Jermaine Butler for Zenith Food Group LLC, and Heidy Rizzi Lange for Firefly Events Decor & Flowers LLC BACKGROUND RECOMMENDATION ATTACHMENTS 1. 4077_001 Page 75 of 127 AGENDA ITEM REPORT MEETING DATE PREPARED BY June 3, 2026 AGENDA ITEM # 5.g Consider Alcohol Beverage License Renewal Applications: Premier Cooperative, 501 W Main Street; Miller and Sons Inc, 1845 Springdale Street; Trollway Liquor, 504 W Main Street; Walgreens #11648, 1401 Springdale Street; Kwik Trip #794, 525 Springdale Street; Kwik Trip #1130, 9255 Ridgeview Road; Wiscoboxes, 305 E Main Street; Elegant Bridal, 101 E Main Street; Buck & Honey's Restaurants, 108 S 2nd Street; Norsk Golf Club, 2755 Golf Bowl Road; Grumpy Troll LLC, 105 S 2nd Street; Aztlan Mexican Grill, 407 W Main Street; Driftless Social, 128 E Main Street; Bistro 101, 101 E Main Street; Isaac's Antiques, 132 E Main Street; Moho Jo LLC, 100 S 1st Street; Sunn Cafe, 201 E Main Street; The Doghouse Tavern and Grill, 117 S 1st Street BACKGROUND RECOMMENDATION ATTACHMENTS 1. 4079_001 Page 76 of 127 AGENDA ITEM REPORT MEETING DATE PREPARED BY June 3, 2026 AGENDA ITEM # 5.h Consider Appointment of Agent Applications for Alcohol Beverage License Renewals: Joshua Kitelinger for Premier Cooperative, William Miller for Miller and Sons Supermarket, Michael Rogers for Trollway Liquor, Rebecca Wentworth for Walgreens #11648, Daniel Hying for Kwik Trip #794, Tracy Alvey for Kwik Trip #1130, Mills Botham for Wiscoboxes, Marah Odgers for Elegant Bridal, Thomas Anderson for Buck & Honey's Restaurants, Michael Woodward for Norsk Golf Club, Robin Pharo for Grumpy Troll LLC, Jose Onate for Aztlan Mexican Grill, Matthew Schmock for Driftless Social, Mark Valaskey for Bistro 101, Janelle Holmstrom for Isaac's Antiques, Tyler Marks for Moho Jo LLC, Taddeus Rokitowski Jr for Sunn Cafe, Jeff Ackerman for The Doghouse Tavern and Grill BACKGROUND RECOMMENDATION ATTACHMENTS 1. 4080_001 Page 77 of 127 AGENDA ITEM REPORT MEETING DATE PREPARED BY June 3, 2026 Alyssa Gaffney, Village Clerk AGENDA ITEM # 5.i Consider Street Use Permit Application from Mount Horeb Area Chamber of Commerce for the Art Fair, July 17-19, 2026 BACKGROUND RECOMMENDATION ATTACHMENTS 1. 4076_001 Page 78 of 127 Page 79 of 127 Page 80 of 127 Page 81 of 127 Page 82 of 127 Page 83 of 127 Page 84 of 127 AGENDA ITEM REPORT MEETING DATE PREPARED BY June 3, 2026 AGENDA ITEM # 6.a 2025 Village Audit Presentation by Baker Tilly BACKGROUND RECOMMENDATION ATTACHMENTS 1. 200.13 FS Highlights - Final for 2025 Audits - Muni Page 85 of 127 Village of Mount Horeb Financial highlights June 3, 2026 Client service team John Rader, CPA, Managing Director Casandra Chase, CPA, Senior Manager © 2025 Baker Tilly US, LLP Page 86 of 127 Village of Mount Horeb General fund results Summarized income statement Actual Final budget Variance Revenues and other financing sources 6,166,126$ 6,297,363 $ (131,237) $ Expenditures and other financing uses 6,641,950 7,321,959 680,009 Net change in fund balance (475,824) $ (1,024,596)$ 548,772 $ Fund balance category definitions Nonspendable - amounts cannot be spent either because they are not in spendable form or because legal or contractual requirements require them to be maintained in tact. Restricted - amounts that can be spent only for the specific purposes stipulated by an external source. Committed - amounts constrained for specific purposes that are internally imposed through formal action of the governing body. Assigned - spendable amounts that are intended to be used for specific purposes that are not considered restricted or committed. Unassigned - residual amounts that have not been classified within other categories above. $968,350 $- $- $85,937 $- $1,054,287 $1,401,099 $- $- $129,012 $- $1,530,111 $- $500,000 $1,000,000 $1,500,000 $2,000,000 Nonspendable Restricted Committed Assigned Unassigned Total General fund - fund balance by category2024 2025 © 2025 Baker Tilly US, LLP Source: current and prior year financial statement information and other benchmark information as noted. Page 1 Page 87 of 127 Village of Mount Horeb General fund - fund balance trends Fund balance policy: To maintain unassigned fund balance between 20-25% of the subsequent years budgeted general fund expenditures. Unassigned fund balance that exceeds this range shall be transferred to the capital improvement projects fund to reduce future borrowing needs. Other reference values GFOA recommends a minimum of no less than 2 months (16.7%) of general fund expenditures. Median reference value generated from 2021 - 2024 Baker Tilly municipal client data for population ranges less than 10,000. 21.5% 0.0% 7.5% 0.0% 0.0% 30.85% 30.39% 29.41% 30.90% 0% 5% 10% 15% 20% 25% 30% 35% 2021 2022 2023 2024 2025 Unassigned general fund - fund balance as a percentage of subsequent year's budgeted expenditures General Fund Actual Policy minimum Policy maximum Reference - Median © 2025 Baker Tilly US, LLP Source: current and prior year financial statement information and other benchmark information as noted. Page 2 Page 88 of 127 Village of Mount Horeb General obligation debt Debt management policy: Total outstanding general debt obligations should remain within 50% of the Village's legal debt margin capacity (5% of the Village's total equalized value). Non-utility and non-TIF related general debt obligations should remain within 40% of the legal debt margin unless otherwise authorized by the Village Board. Non-Utility Non-TIF GO Total GO Debt Debt Actual percentage of debt limit at 12/31/25: 40% 30% Total debt outstanding by type at 12/31/2025 General obligation Revenue debt Other Total Village 20,005,260$ - $ 834,526$ 20,839,786$ Utility 1,722,785 19,670,414 - 21,393,199 TIF 5,059,740 - - 5,059,740 Total 26,787,785$ 19,670,414 $ 834,526 $ 47,292,725$ Comparative metrics available online through the Wisconsin Policy Forum. Select "Debt" -- options for custom comparisons or comparisons by county https://wispolicyforum.org/research/municipal-datatool-examining-and-comparing-wisconsin-cities-and-villages/ $20,936,723 $18,915,000 $19,065,000 $21,975,000 $26,787,785 $45,619,590 $51,079,120 $58,979,195 $63,393,475 $67,411,605 $- $10,000,000 $20,000,000 $30,000,000 $40,000,000 $50,000,000 $60,000,000 $70,000,000 $80,000,000 2021 2022 2023 2024 2025 General obligation debt capacity Total G.O. debt outstanding G.O. debt limit © 2025 Baker Tilly US, LLP Source: current and prior year financial statement information and other benchmark information as noted. Page 3 Page 89 of 127 Village of Mount Horeb Governmental funds - debt service Current and prior year data 2025 2024 Principal (excludes refunding) 2,195,000$ 2,090,000 $ Interest 712,141 686,746 Total 2,907,141 $ 2,776,746 $ Non-capital expenditures 11,199,620$ 11,128,676 $ Other reference values Median reference value generated from 2021 - 2024 Baker Tilly municipal client data for population ranges less than 10,000. 29.1% 26.4% 26.8% 25.0% 26.0% 16.6% 16.7% 14.1% 14.3% 0.00% 5.00% 10.00% 15.00% 20.00% 25.00% 30.00% 35.00% 2021 2022 2023 2024 2025 Debt service to non-capital expenditures Village of Mount Horeb Reference - Median © 2025 Baker Tilly US, LLP Source: current and prior year financial statement information and other benchmark information as noted. Page 4 Page 90 of 127 Village of Mount Horeb TIF District Historical Summary Through December 31, 2025 TIF District No. 3 % TIF District No. 5 % Sources of funds Tax increments 8,783,035$ 27% 4,453,980 $ 40% Transfer from general fund 860,834 3% - 0% Exempt computer aid 45,637 0% 404,970 4% Investment income 359,601 1% 100,568 1% Developer guarantees 20,000 0% - 0% WEDC Grant - 0% 180,738 2% Miscellaneous Revenues 329,537 1% 109,802 1% Sales of property - 0% 1,174,934 11% Premium on debt Issuance 394,829 1% - 0% Long-term debt issued 21,638,703 67% 4,740,740 42% TOTAL 32,432,176$ 100% 11,165,732 $ 100% Uses of Funds Capital, administration, and professional services 7,170,740 $ 22% 2,756,228 $ 27% Interest on long-term debt 4,659,244 14% 1,201,799 12% Discount and issuance costs - 0% - 0% Developer grants 0% 4,830,531 47% Debt issuance costs 321,426 1% 90,513 1% Payment escrow 389,739 1% - 0% Principal on long-term debt 19,969,703 61% 1,350,000 13% TOTAL 32,510,852$ 100% 10,229,071 $ 100% TIF Fund Balance (Deficit) - December 31, 2025 (78,676) $ 936,661 $ Calculation of Net Cost Recoverable through TIF Increments General obligation debt outstanding 1,669,000 3,390,740 Levy/ transfer from general fund to be repaid 860,834 - TIF Fund (Balance)/Deficit - December 31, 2025 78,676 (936,661) Net cost recoverable through TIF increments - December 31, 2025 2,608,510$ 2,454,079 $ Creation date: March 24, 2004 August 18, 2016 Last date to incur project costs: March 24, 2022 August 18, 2038 Last year to collect increment: 2027 2043 5 Page 91 of 127 AGENDA ITEM REPORT MEETING DATE PREPARED BY June 3, 2026 Ryan Czyzewski, Village Board President AGENDA ITEM # 6.b Proclamation Affirming the Village of Mount Horeb's Commitment to Diversity & Inclusion BACKGROUND In 2019 the Village Board and Department Heads conducted a strategic planning session to identify the Village’s Mission, Vision, and Core Values. Valuing diversity and inclusion was approved as part of the Vision statement, with reaffirmation in 2023 and 2025 strategic planning session. The League of Wisconsin Municipality’s November 2019 magazine edition, Inclusive Communities, provided abundant information on how diversity & inclusion are beneficial for local municipalities, with subsequent information reinforcing the benefit. Diversity and inclusion seeks to promote and embrace a workforce or environment with different characteristics such as age, race, color, gender, sexual orientation, disabilities, religions, cultures, education, beliefs, interests, abilities, and much more. All of the municipalities identified as Mount Horeb’s peers already have frameworks in place to help their staff and community with diversity and inclusion. This proclamation officially recognizes the importance of being a part of Mount Horeb’s Vision, and reemphasize the need remains. The goal is to further implement and integrate diversity and inclusion into Village operations to better communicate with and serve internal and external stakeholders. With this proclamation, Village staff and committees are empowered and encouraged to consider diversity and inclusion in their decision-making processes, just as they have already done for outstanding service, sustainable growth, and enhancing quality of life for all. RECOMMENDATION ATTACHMENTS 1. Proclamation - Diversity & Inclusion Page 92 of 127 Village of Mount Horeb 138 E Main Street Mount Horeb, WI 53572 Phone (608) 437-6884/Fax (608) 437-3190 Email: admin@mounthorebwi.info Website: www.mounthorebwi.info PROCLAMATION AFFIRMING THE VILLAGE OF MOUNT HOREB’S COMMITMENT TO DIVERSITY & INCLUSION Whereas, the Village of Mount Horeb has adopted a Strategic Vision that recognizes the importance of diversity and inclusion within the community and organization; and Whereas, the Village acknowledges that barriers and inequities can exist within communities and institutions, and affirms the importance of treating all individuals fairly, respectfully, and without discrimination or bias; and Whereas, fostering an inclusive workplace and community strengthens communication, collaboration, public trust, and the delivery of services to residents, businesses, visitors, and employees; and Whereas, education, training, and ongoing dialogue help Village staff and officials better understand diverse perspectives and enhance engagement with both internal and external stakeholders; and Whereas, the Village is committed to reviewing and improving its policies, procedures, and organizational culture in order to meet or exceed legal standards and support the needs of employees and the broader community; and Whereas, the Village recognizes that a diverse and inclusive workforce and community contribute to innovation, stronger decision- making, civic participation, and the overall well-being of Mount Horeb; Page 93 of 127 NOW, THEREFORE, BE IT PROCLAIMED, by the Village Board of the Village of Mount Horeb that the Village reaffirms its commitment to diversity and inclusion and will continue working to integrate these values into its policies, practices, programs, and organizational culture for the benefit of all members of the community. DATED this 3rd day of June 2026. Signed: ___________________________________ Ryan Czyzewski, Village President Page 94 of 127 AGENDA ITEM REPORT MEETING DATE PREPARED BY June 3, 2026 AGENDA ITEM # 6.c Consideration of Public Art Ordinance 2026-06 BACKGROUND RECOMMENDATION ATTACHMENTS 1. Public Art Ordinance Memo 5.27.26 (2) Page 95 of 127 To: Village of Mount Horeb Plan Commission From: Village Planner: Ben Rohr, AICP Date: May 27, 2026 Re: Public Art Ordinance WHY IS THIS NEEDED? Over time, the Village has received requests for the installation of public art. Each situation has been handled slightly differently. For example, some murals have been brought forth to the Plan Commission for review while troll sculptures have not. Today, there is an inconsistent approach to handling public art and the core purpose of the proposed ordinance is to create a process so that every new project moving forward is treated fairly, objectively, and the same. If the Village continues to handle each situation differently and does not have a defined process, there will be an overall lack of consistency over time. This results in a potential situation where Village staff is left to figure out how to handle each situation, which leads to interpretations, inconsistent administration, and an unknown outcome for those wishing to increase the presence of public art in the community. WHY NOW? The issue has been identified by Village staff for many years, but the focus was to complete the new Zoning Ordinance first before addressing this issue. The new Zoning Ordinance creates a content-neutral Sign Code. This means that the Village is no longer reviewing signage based on what it says, but rather by where its located, what its made of, and its size, shape, and configuration. Its explicitly stated within the Sign Code (Section 17.09.03) that “art works, including but not limited to wall murals and statues, which do not contain a commercial message, logo, or branding” are not regulated as a sign under the ordinance. Further, within Section 17.07.20-17.07.40, there are façade articulation requirements for multi-family, commercial, mixed-use, institutional, and industrial land uses. One of the methods that can be used to accomplish façade articulation is “public art installation located directly on the façade of the structure.” Finally, within Section 17.03.28(7), there are defined minor accessory structures and obstructions. This list includes statues and art objects and allows them to be located within the front, street side, side, or rear yard if they are no more than 5 feet tall and no larger than 20 square feet. Page 96 of 127 May 27, 2026 Page 2 of 2 In combination, there are some new standards within the Zoning Ordinance to handle public art, but it does not cover the full breadth of all situations and leaves potential gaps. WHY A LICENSE? Chapter 12 of the Municipal Code includes multiple other licenses and permits that the Village requires for specific/unique activities (mobile food vendors, taxicabs, dogs and cats, sidewalk cafes, etc.). The purpose of a license is different than that of Site Plan or other zoning-related action. The intent of a license is to document approval of the action, provide staff with the ability to track actions over time, and offer a mechanism for enforcement in the event of a complaint or violation. As noted above, none of this is happening today and the proposed ordinance is an attempt to remedy that situation. WHERE WOULD THE LICENSE APPLY? As drafted, the proposed ordinance would apply across the entire community – all zoning districts, land uses, etc. This could be altered or changed, if desired, but the idea would be that there is uniformity in application for improved staff efficiency. HOW WOULD THIS WORK? Below is a scenario for context – 1) without the Public Art Ordinance and 2) with the Public Art Ordinance. A property owner wishes to install a 5-foot-tall freestanding art piece in the front yard. The property is located within the Neighborhood Mixed-Use Zoning District on Main Street. 1) Without the Public Art Ordinance The art piece is installed, but there is no documentation of it and there’s no standards regulating it outside of the minor accessory structures section limiting height and size. 2) With the Public Art Ordinance A license is obtained through the Village and the art piece is installed. The Village has a record of it if there’s an issue, the Village ensures that its located in a manner that doesn’t impact vehicle traffic visibility or safety, and the Village benefits from a new public art project. WHAT IF THIS DOESN’T WORK? There’s a significant amount of change occurring right now within Mount Horeb following the adoption of a brand-new Zoning Ordinance. It’s recommended that the new Public Art Ordinance be tested over the next 12 months to see if its accomplishing the intended purpose or if there needs to be a new approach taken. If approved by the Plan Commission and Village Board, staff could obtain one year of data and present that at a meeting in June 2027 to be reevaluated. WHAT ARE NEXT STEPS? If acceptable to the Plan Commission, recommend the draft ordinance to the Village Board for approval. To note, no changes have been made to the ordinance from the April version. Instead, a summary guide has been produced to assist future applicants with understanding the process. See attached. Page 97 of 127 Village staff person name and title Village staff email 138 E. Main St | Mount Horeb, WI 53572 Frequently Asked Questions This document is intended to help answer common questions related to public art. It provides general guidance and does not replace required Village of Mount Horeb review and approval. How do I apply for a public art license? Please fill out the license application here: (insert link) Village staff will review and issue the license within 30 days of submission. What is public art? A temporary or permanent work of art that is located outdoors and intended to be visible by the public. It includes sculptures, murals, mosaics, water features, earthworks, glass, or function art. Where is public art allowed? Anywhere in the Village so long as a public art license is obtained by the property owner. Village of Mount Horeb Public Art Sculptures, Murals, Mosaics, Water Features, Earthworks, Etc. Page 98 of 127 Village staff person name and title Village staff email 138 E. Main St | Mount Horeb, WI 53572 Additional Questions? If you still have questions or would like to submit a license application, please contact (insert contact information). What are the local requirements? Location • Outdoors and viewable by the public from the property • Must meet required setbacks of the applicable zoning district • Must not impede traffic patterns, vision triangles, or public safety • Outside of easements or public infrastructure • If attached to a building, extend 6 inches or less from the façade • If attached to a building, not cover any windows, doors, vents, or architectural features Height • If attached to a building, be shorter than the height of the structure • If freestanding, be 5 feet in height or shorter Design • Contains no changing or flashing images or lights • Contains no brand names, product names, or logos/trademarks • Made of durable materials that prevent weathering, theft, and vandalism Maintenance • Property owner is responsible for maintenance and removal • Maintenance agreement must be completed with license application Page 99 of 127 Village of Mount Horeb DRAFT Chapter 12.075 Public Art Permits (1) Purpose. (a) The purpose of this chapter is to establish a permitting process that will allow for and encourage the installation of public art throughout the community. Art contributes to livable, aesthetically pleasing and pedestrian-friendly streetscapes. The experience of public art makes a space seem more welcoming. It helps a community remember its past, honor an ideal, and express its values and concerns to future generations. Public art makes a community more livable and more visually stimulating. (b) Specific goals of public art are to: 1. Further the goals Village Comprehensive Plan and applicable area plans. 2. Enhance the Village's sense of place in the region by providing unique artwork throughout the community in a manner unlike any other place in the area. 3. Celebrate the Village's history and cultural spirit and identity through the creation of art that is accessible to the public. 4. Create a recognizable icon. 5. Enhance the appearance and livability of public spaces through the placement of site-specific art projects that respond to the natural and built landscape. 6. Enliven public spaces. 7. Enhance overall quality and identity of the place and/or building. 8. Strengthen community identity, spirit and collective cultural experience through the placement of public art throughout the Village. 9. Allow local, regional, national and international artists to share their creations with the community. 10. Stimulate the economic success of businesses. 11. Attract visitors and leave them with a positive impression and a desire to return. 12. Create a more livable community by linking arts and everyday life with the objective of making Mount Horeb the place of choice to live, work, recreate and raise a family. (2) Definitions. As used in this chapter, the following terms shall have the meaning indicated: (a) Alteration. Includes any change to a permitted public art, including but not limited to any change to the image(s), materials, colors, or size of the public art. "Alteration" does not include naturally occurring changes caused by exposure to the elements or the passage of time. Minor changes that result from the maintenance or repair of the public art shall not constitute "alteration. " Such minor changes may include Page 100 of 127 slight and unintended deviations from the original image, colors, or materials that occur when the art piece is repaired due to the passage of time or as a result of vandalism. (b) Applicant. Any person, firm, corporation or association who applies for and secures a public art permit for the purpose of installing public art as provided for in this chapter. The sponsor shall be responsible for ensuring compliance with all requirements and obligation of the permit including but not limited to obligations relating to maintenance of the public art and its removal if a permit is revoked or terminated. The sponsor shall be a party to any and all agreement(s) provided herein. (c) Public Art. Includes temporary or permanent works of art in any media that have been planned and executed with the specific intention of being sited or staged in or have the ability to be viewed from the physical public domain, usually outside and accessible to all. Public art includes all forms of visual art that is located outdoors and is visible to the general public. Works of public art to be placed in the community may include: 1. SCULPTURE AND KINETIC ART. Freestanding, wall supported or suspended; in any appropriate material or combination of materials. 2. MURALS AND PAINTINGS. In any appropriate material or variety of materials, with or without collage. 3. MOSAICS. Including tiled composites on walkway, street furniture and wall surfaces. 4. WATER FEATURES. Including fountains, waterfalls and decorative pools. 5. EARTHWORKS. Environmental works in appropriate outdoor sites. 6. GLASS. Including but not limited to ceramics and lighted glass, including neon and plastic. 7. FUNCTIONAL ART. Including decorative furnishings or fixtures, but not limited to gates, railings, streetlights or seating, if created or decorated by artists as unique elements. (3) Eligibility criteria. (a) To be considered "public a r t ," the art must be located either upon public property or upon private property and must be freely viewable by the general public during the normal hours of operation of the premises upon which the art is located. All public art projects must be reviewed and approved by Village staff. The following factors are to be considered in approving "public art": 1. Alignment with the Purpose Statement in Section 12.075(1). Page 101 of 127 2. Consistency with the requirements of the Public Art Location Criteria in Section 12.075(4), Public Art Program Criteria in Section 12.075(5), and Public Art Maintenance Criteria in Section 12.075(6). (4) Public art location criteria. (a) Display of public art throughout the Village is encouraged. There may, however, be areas that are not appropriate for an art display. The following criteria will be considered in determining whether a proposed location for public art can be approved: 1. Meets the required setbacks of the applicable zoning district. 2. Provides visibility from a publicly accessible location. 3. Does not impede traffic patterns, vision triangles, or public safety. 4. Is located outside of any easement or area utilized for public infrastructure. (5) Public art program criteria. (a) A public art project shall: 1. Not be moved or have any alterations to the permitted public art, outside of normal maintenance such as cleaning, repainting, or replacing identical structural components, materials, etc. 2. Not, if attached to a building: a. Exceed the height of the structure. b. Extend more than six inches from the building facade. c. Cover windows, doors, vents or other architectural elements such as cornices and pilasters. 3. Not contain changing images to include flashing or sequential lights or other automated methods that result in movement, the appearance of movement, or change of imaging. This does not include static illumination turned on during nighttime hours. 4. Not contain any brand name, product name, or abbreviation of the name of any product, company, profession or business, or any logo, trademark, trade name or other commercial message that would fall within the Zoning Ordinance’s definition of Sign (see Section 17.09.03). 5. Shall be durable, permanent, and easily protected from vandalism and weathering; consideration shall be given to the structural and surface integrity and stability of the building façade (if the public art is a painting or mural), the permanence and durability, and resistance to weathering, theft, and vandalism. (6) Public art maintenance criteria. (a) The applicant shall retain responsibility for maintenance and regular upkeep of the approved public art per the maintenance plan reviewed and approved in conjunction with the approval of the public art project. Page 102 of 127 (b) If, for any reason, a public art piece is removed, destroyed, or has deteriorated, the property owner on which the art is located is responsible for removal or repair. (7) Permit application process. (a) A public art permit must be secured for all public art installations. See the Village of Mount Horeb fee schedule for permit application fees. (b) Application for a permit for public art must be completed by the applicant, submitted to the Village, and shall include the following information: 1. Completed Village application form for a public arts permit. 2. Project information on the program including: a. Each art installation location and the time in which the art will be displayed. b. A dimensioned sketch for each location identifying the boundaries within which the public art element is to be located. c. Pictures depicting the relationship of the public art element to adjacent buildings and spaces. 3. Information on the materials to be utilized for the project and the durability of these materials. 4. A maintenance plan meeting the requirements of Section 12.075(6). (8) Permit review process. (a) Once submitted, a public art permit application shall be reviewed for completeness by the Zoning Administrator as follows: 1. The Building and Zoning Administrator shall determine whether the application is complete and whether the proposed project meets the eligibility criteria to be considered a public art project. a. If the Zoning Administrator determines that the application is not complete or does not fulfill the eligibility criteria to be considered public art, they shall return the application to the applicant. b. If the Zoning Administrator determines that the application is complete, they shall notify the applicant. 2. Upon notifying the applicant that the application is complete, the Zoning Administrator shall review the application and evaluate whether the public art project meets the criteria established under the program. 3. Within 30 days of submission of a completed application, the Zoning Administrator may approve the public art permit application as originally proposed, may approve the application with modifications, may deny approval of the application, or may recommend the project be reviewed and acted upon by the Plan Commission or Historic Preservation Commission. Page 103 of 127 a. Any public art project proposed to be located on a locally-designated historic property shall also obtain approval from the Historic Preservation Commission prior to the issuance of a public art permit. b. If recommended to the Plan Commission, the project will be placed on the next available meeting agenda for consideration. i. The Plan Commission shall base its decision upon a report provided by the Zoning Administrator and the project’s consistency with the Purpose Statement in Section 12.075(1) and in meeting the requirements of the Public Art Location Criteria in Section 12.075(4), Public Art Program Criteria in Section 12.075(5), and Public Art Maintenance Criteria in Section 12.075(6). (9) Effect of denial. No application which has been denied shall be resubmitted for a period of 12 months from the date of said order of denial, except if new information is submitted to the Zoning Administrator, Historic Preservation Commission, or Plan Commission sufficient to change their recommendation. (10) Time limits on completion. Once a permit for a public art project has been approved, the project must commence within 90 days of said approval of the permit, and shall be completed within 365 days of the project initiation date. The failure to initiate or complete the project within the periods set forth herein shall automatically constitute a revocation of the public art permit. (11) Termination or revocation of an approved permit. (a) Any public art project found not to be in compliance with the terms of this chapter and/or the conditions under which a permit for the project was issued under this chapter shall be considered in violation of this chapter and shall be subject to the penalties set forth under Chapter 25.04. A public art permit may be revoked for such a violation. (b) Public art created or installed under a public art permit that has been terminated or revoked must be removed within 60 days of the date of notice. If said public art is not removed within the time period provided in the notice, the Village shall have the right, but not the obligation, to either remove or contract for the removal of the non- project and shall bill the property owner for all costs incurred in taking this action. Any costs incurred shall be in addition to the penalties set forth in Chapter 25.04. Page 104 of 127 AGENDA ITEM REPORT MEETING DATE PREPARED BY June 3, 2026 AGENDA ITEM # 6.d Consider Fundraising Agreement with Dennis Cooley for Recreation Complex BACKGROUND RECOMMENDATION ATTACHMENTS 1. Mount Horeb Recreation Complex Proposal DRAFT 2. Mount Horeb Recreation Complex draft agreement 3. Mount Horeb Sports Complex fundraising reference DRC Page 105 of 127 Proposed Fundraising Plan Mount Horeb Outdoor Sports Complex Project Cost: $12.5 Million in Phases Campaign Goal: $6.5 Million in Philanthropic Support Development Costs: Not to exceed 5% of Campaign Goal ($325,000) Costs include all campaign-related costs for Case for Support materials used in identification, qualification, cultivation, solicitation and stewardship of gifts. Also included are the donor recognition elements, special to this project Fundraising Lead: Dennis Cooley Campaign Duration: 3 Years, starting in fall 2026 I. Executive Summary The Mount Horeb Outdoor Sports Complex will be a transformational community investment that enhances recreation, youth development, tourism, and economic vitality for Mount Horeb and the surrounding region. Designed as a multi‑use, year‑round destination, the Complex will support local residents, visiting teams, leagues, tournaments, and community events while strengthening Mount Horeb’s identity as a healthy, family‑friendly community. The total project cost is $12.5 million, with $6.5 million to be raised through private philanthropy over three years. Remaining funds will be secured through public funding, grants, municipal participation, and financing. This fundraising plan outlines a disciplined, relationship‑driven campaign emphasizing leadership gifts, broad community participation, and long‑term donor engagement. The campaign will prioritize early leadership investments to build credibility and momentum, followed by a strong public phase that invites widespread community support. Success will depend on active volunteer leadership, strategic donor cultivation, and consistent communication of impact. Page 106 of 127 II. Case for Support The Mount Horeb Outdoor Sports Complex addresses four compelling community needs: 1. Youth and Family Recreation The Complex will provide safe, modern facilities that promote physical activity, teamwork, and character development for youth and families across all ages and abilities. 2. Economic Impact and Tourism Tournaments and regional events will increase overnight stays, restaurant traffic, and retail spending—generating ongoing economic benefits for Mount Horeb businesses. 3. Community Identity and Quality of Life The Complex will serve as a civic gathering place that strengthens community pride, volunteerism, and intergenerational connection. 4. Year‑Round Access and Equity The project is designed for inclusive access, ensuring affordable and equitable recreational opportunities for residents across demographics and income levels. Donors are not simply funding facilities - they are investing in Mount Horeb’s long‑term vitality, health, and growth. III. Campaign Goal and Gift Strategy Fundraising Goal • $6.5 million in philanthropic contributions • Three‑year comprehensive campaign Gift Range and Donor Pyramid The campaign will be anchored by a small number of significant leadership commitments, followed by a strong mid‑level and broad‑base giving strategy. Gift Level Number of Gifts Subtotal $1,000,000+ 1–2 $1,000,000–$2,000,000 $500,000–$999,999 2–3 $1,000,000–$2,000,000 $250,000–$499,999 3–4 $750,000–$1,500,000 $100,000–$249,999 6–8 $750,000–$1,500,000 $25,000–$99,999 15–20 $750,000–$1,000,000 Under $25,000 300–500 $500,000–$750,000 Total — $6.5M Key principle: Approximately 70% of the goal will be secured from the top 15–20 donors. Page 107 of 127 VI. Donor Segmentation and Strategies Major Donors ($100,000+) • Personalized proposals tied to naming opportunities • Visits led by campaign leadership • Multi‑year pledges encouraged • Customized impact reporting Mid‑Level Donors ($25,000–$99,999) • Project‑specific funding opportunities • Small group briefings and site tours • Recognition in permanent donor displays Community Donors (Under $25,000) • Broad participation campaigns • Online giving, events, and peer‑to‑peer outreach • Emphasis on community pride and shared impact Corporate and Business Partners • Sponsorship packages tied to tournaments, fields, or amenities • Employee engagement opportunities • Visibility through signage and marketing materials Foundations and Grants • Focus on recreation, youth development, health, and rural/community development • Strong alignment with measurable outcomes and economic impact VII. Recognition and Naming Opportunities Philanthropic recognition will be a core incentive and stewardship tool. Opportunities may include: • Naming of the Complex • Field, court, and facility naming • Programmatic naming (youth leagues, tournaments) • Donor recognition wall • Digital and print acknowledgments All recognition will align with established gift thresholds and community standards. Page 108 of 127 VIII. Communications and Marketing Effective communication will reinforce donor confidence and community engagement. Channels • Dedicated campaign webpage • Regular email updates and progress reports • Local media features and press releases • Social media storytelling focused on athletes, families, and local impact Messaging Focus • Economic and community impact • Youth development outcomes • Donor leadership and generosity • Transparent progress toward goals IX. Stewardship and Donor Engagement Long‑term success requires strong stewardship beyond gift closure. • Formal pledge acknowledgments and annual reminders • Construction and milestone updates • Exclusive donor previews and tours • Annual impact reports post‑completion Strong stewardship will position the organization for future phases, expansions, and endowment opportunities. X. Plan of Action The Mount Horeb Outdoor Sports Complex represents a once‑in‑a‑generation investment in health, community, and economic vitality. With a clear goal, disciplined execution, and engaged leadership, raising $6.5 million in private support over three years is an achievable and inspiring objective. By prioritizing relationships, transparency, and community pride, this campaign will not only fund a facility - but strengthen Mount Horeb for decades to come. Page 109 of 127 DEVELOPMENT SERVICES AGREEMENT This Development Services Agreement (“Agreement”) is entered into as of September 1, 2026 (“Effective Date”) by and between: Client: Village of Mount Horeb, Wisconsin a Wisconsin municipality with principal offices at 138 East Main St., Mount Horeb, WI 53572 (“Client”) Contractor: LaCoona Consulting, LLC, with principal offices at 1035 Kamla Ct., Platteville, WI 53818 1. Background and Purpose Client is undertaking a roughly $12.5 million capital project for the design and construction of an Outdoor Sports Complex in Mount Horeb, Wisconsin (“Project”). Contractor will provide professional fundraising development services to secure $6.5 million in philanthropic contributions toward the Project. 2. Scope of Services Contractor shall: 1. Develop a comprehensive fundraising plan, including timelines, donor segmentation, and solicitation strategies. 2. Identify, cultivate, solicit, and steward prospective donors, including individuals, corporations, foundations, and public funding sources. 3. Coordinate campaign events, donor recognition programs, and public relations efforts related to fundraising, including social media and website. 4. Maintain accurate donor records and provide regular progress reports. 5. Collaborate with Client’s board, staff, and volunteers to maximize fundraising effectiveness. 6. Return 20% of development fees charged back to the project to cover costs related to identification, cultivation and stewardship, including funding for donor recognition. Page 110 of 127 3. Term This Agreement shall commence on September 1, 2026 and continue until August 31, 2029, unless fundraising goals are met before the deadline, both parties agree to extend the deadline or if agreement is terminated earlier in accordance with Section 12. 4. Compensation 1. Fee Structure: Contractor shall be compensated at five percent (5%) of the total funds raised, calculated on actual contributions or signed commitments to pay received by Client. 2. Maximum Compensation: The total potential compensation shall not exceed $325,000. In the event more than $6.5 million is raised, those additional funds will be compensated at the five percent (5%) rate and would be additional to the maximum compensation amount. Of the 5% compensation rate, 20% (or 1%) will be returned to the project to cover fees related to identification, cultivation and stewardship, including donor recognition. 3. Payment Schedule: Payments shall be made quarterly, within 30 days after the end of each quarter, based on verified contributions received. 4. Milestone Bonuses (optional): • 25% of goal ($1,625,000) reached: $10,000 bonus • 50% of goal ($3,250,000) reached: $15,000 bonus • 100% of goal ($6,500,000) reached: $25,000 bonus 5. Expenses Client shall reimburse Contractor for pre-approved, reasonable out-of-pocket expenses directly related to campaign activities, including travel, printing, and event costs, upon submission of receipts. These expenses are considered part of the Maximum Compensation total. 6. Reporting and Performance Reviews 1. Monthly Reports: Contractor shall provide written updates detailing donor contacts, solicitations, pledges, and funds received. Page 111 of 127 2. Quarterly Reviews: Parties shall meet quarterly to review progress, adjust strategies, and address challenges. 3. Annual Evaluation: At the end of each contract year, Client may evaluate Contractor’s performance and determine whether to continue under the same terms. 7. Donor Exclusivity During the term of this Agreement, Contractor shall not solicit donations for any other project in direct competition with the Client’s fundraising campaign within a 25-mile radius of Mount Horeb, WI, without prior written consent. 8. Confidentiality Both parties agree to maintain the confidentiality of donor information, campaign strategies, and proprietary materials, and to use such information solely for the purposes of fulfilling this Agreement. Training of key team members will be performed. 9. Ownership of Materials All campaign materials, donor lists, and related documents created by Contractor in connection with this Agreement shall be the property of Client upon payment of all amounts due. 10. Independent Contractor Status Contractor is an independent contractor and not an employee, partner, or agent of Client. Contractor shall be solely responsible for all taxes, withholdings, and other statutory obligations. 11. Indemnification Each party shall indemnify and hold harmless the other from and against any claims, damages, liabilities, and expenses arising from its own acts or omissions in connection with this Agreement. Page 112 of 127 12. Termination 1. Without Cause: Either party may terminate this Agreement with 60 days’ written notice. 2. For Cause: Either party may terminate immediately upon material breach by the other party, if such breach is not cured within 30 days after written notice. 3. Effect of Termination: Contractor shall be compensated for services rendered and funds raised through the effective termination date. 13. Governing Law This Agreement shall be governed by and construed in accordance with the laws of the State of Wisconsin. IN WITNESS WHEREOF, the parties have executed this Agreement as of the Effective Date. Client: Village of Mount Horeb, Wisconsin Name: ___________________________ Title: ___________________________ Signature: _______________________ Date: ___________________________ Consultant: LaCoona Consulting, LLC Name: Dennis R. Cooley Title: Owner Signature: _______________________ Date: ___________________________ Page 113 of 127 Mount Horeb Sports Complex Partial Project List (in no order): Dennis Cooley 1. Engineering Hall, UWP, Phase 1, successfully raised $8.5 million for electrical and mechanical engineering. Created planned giving list for Phase 2 (Sesquicentennial Hall) 2. Bo Ryan Court Naming: First major giving event for athletics 3. Pioneer Gardens and Greenhouses: Multi-faceted project to name entire garden (Mansel and Dottie Johns) as well as a series of gardens designed to create hands-on opportunities for horticulture and other students. Multi-million dollar project over five years 4. Ralph E. Davis Pioneer Stadium: Turf field naming as well as visiting bleachers and aesthetics after tornado cut through facility in 2010. Key gift: Lead gift made by the Chicago Bears and the McCaskey family 5. Ullsvik Hall renovation: From the basement (Luce Center) to the walkways that honor Normal School teachers and Mining School engineers to the naming of Velzy Commons for events, this multi-million complete remodel was a blend of State dollars and private funding. This is the project we established 25 percent of project cost for fundraising 6. Wright Veterans Center: Named for James Wright (former president of Dartmouth and UWP graduate) and his brother Robert, this project brought together all levels of our military and the alumni who served or families impacted 7. Barth Sports Complex: Named for legendary athletic director and coach John Barth, this project brought together several disgruntled members of the “UWP family” by uniting around this fundraising effort. This named the entire sports complex at UWP 8. Center for the Arts: Series of namings to raise funding for endowments around the arts. Raised nearly $2 million that funds the summer arts program annually 9. Platteville Walking Trail: Assisted in raising the final $1.0 million to complete the project and to organize the naming recognition, after the Platteville Community Arboretum landed a $631,000 grant from the DNR 10. Inclusive Playground: Assisted in finishing the $1.8 million project’s fundraising goal for this large, wonderful park in Smith Park that is used by thousands annually 11. Sports signage program, City of Platteville. Helped create an ongoing revenue stream for the City’s youth sports programs 12. Platteville Golf & Country Club: Endowment Committee. Recently formed a 501(c)(3) charitable organization to create an endowment for the 125-year old course. Recently assisted with $1.2 million estate gift that will fund the initial fund balance 13. Mount Horeb Veterans Memorial Project: Worked with large number of volunteers, created strategy and execution plans, developed fundraisers with professional approach to identification, cultivation, solicitation and stewardship. My role at the beginning was to go with volunteers to work with donors. Later on, role changed to focus on major gifts after volunteers were trained. One of my favorite projects. Page 114 of 127 14. Secured $5.8 million in new planned gifts in 2025-26 for Southwest Tech Foundation, in addition to raising more than $1.0 million in cash gifts. Foundation has moved from a roughly $800,000 annual effort to pushing more than $2.0 million in annual gifts, with a focus on planned giving growth 15. Completed $1.8 million Precision Agriculture Phase 1 to purchase 85 acres of land and to get donations for crop inputs and fertilizer. Students in the Agronomy program manage and harvest the crops and the proceeds from the sale of commodities (beans and corn) go to student project funds in agriculture 16. In 18 months, raised $1.72 million for the Student Success Plan Scholarship Program and matched the amount with a planned gift that includes liquidating appreciated stocks and properties for a total of $3.5 millions endowed 17. Rountree Commons and Bridgeview Commons: Fully funded these two projects that created more than 1,000 residence hall beds and a new food service area for students at UWP. Total cost was more than $55 million. Won a national award for public-private partnership for Rountree Commons These are highlights of my work over the past 18-20 years. I have projects that I’m consulting on at a local hospital, a domestic abuse shelter and others. All wrap up by the end of August 2026. In all, I could share 41 projects that involve some level of private funding. If you need other, specific projects, please let me know. Thank you! Dennis Cooley Page 115 of 127 AGENDA ITEM REPORT MEETING DATE PREPARED BY June 3, 2026 AGENDA ITEM # 6.e Consideration of the Pedestrian and Bike Safety Plan BACKGROUND RECOMMENDATION The draft was approved unanimously by Public Safety, Parks, Rec & Forestry, as well as SNR committees. Village Board approval will allow us to submit the application before the deadline. Also, the Village adoption of the plan will strengthen the application chances. ATTACHMENTS 1. Mount Horeb Pedestrian and Bicycle Safety Plan_v5 Page 116 of 127 BICYCLE AND PEDESTRIAN SAFETY PLAN PURPOSE Mount Horeb is a community that values safety, sustainability, and active living. This plan outlines steps to make walking and biking safer, easier, and more enjoyable for residents of all ages. By improving our streets and pathways, we support healthier lifestyles, reduce traffic congestion, and strengthen our village’s sense of connection. ACKNOWLEDGEMENTS Sustainability and Natural Resources Committee Tim White, Trustee Sarah Best, Trustee Kerry Beheler, Citizen Representative Scott Roethle, Citizen Representative Elizabeth Grabe, Citizen Representative Jack Salttes, Citizen Representative Aaron Fendrick, Student Representative Village Staff: Nic Owen, Village Administrator Doug Vierck, Police Department Chief Steve Salerno, Mount Horeb School District Administrator VISION STATEMENT A Mount Horeb where everyone can comfortably walk or bike to school, parks, shops, and community destinations. COMMUNITY CONTEXT Mount Horeb’s compact layout and existing trail system make it well-suited for active transportation, with the Military Ridge State Trail, the downtown district, and nearby school campuses serving as major activity hubs. At the same time, high traffic volumes on Main Street and Springdale Street create challenges for people walking and biking. Seasonal tourism and community events further increase foot and bicycle activity throughout the year, underscoring the need for safe, comfortable travel options for all users. Page 117 of 127 GOALS AND OBJECTIVES The plan aims to improve safety for all travelers by enhancing visibility at key locations, upgrading crossings, and creating safe, low-stress bicycle routes. It also seeks to increase walking and biking by establishing continuous, well-connected routes, improving overall comfort and convenience, and supporting Safe Routes to School initiatives. Finally, the plan promotes sustainability and community health by reducing dependence on vehicles, encouraging active transportation, and advancing broader climate and sustainability goals. EDUCATION Engineering improvements alone are not sufficient to achieve lasting pedestrian and bicycle safety outcomes. Ongoing public education is essential to increasing driver awareness and improving compliance with pedestrian and bicycle laws. Recommended initiatives include:  Driver awareness campaigns emphasizing yielding requirements and speed compliance  Crosswalk safety campaigns highlighting proper driver and pedestrian behavior  Roundabout safety campaigns  Bicycle skills workshops for youth and adults to build confidence and safe riding practices  Helmet distribution partnerships to improve access to properly fitted safety equipment  The Village will continue to support and expand Safe Routes to School initiatives that promote safe, active transportation for students and families.  Public outreach should be coordinated seasonally and aligned with high-traffic events, including National Bike Month and community festivals. BICYCLE NETWORK & DESIGNATED ROUTES To build a safer, more connected village, Mount Horeb will establish two designated bicycle routes that help riders travel comfortably across town without relying on high-traffic streets. Wayfinding signs will be installed along each route to raise awareness and guide bicycle traffic along these routes. The base cost for this project would likely be $3,250 for the signage, plus labor cost for installation. Estimate is based on 10 signs per mile on the 2.6-mile bike route. Wisconsin DOT estimates cost $125/sign. Cost shall be finalized and included in the 2027 budget. EAST / WEST ROUTE: Connecting Parks, Schools, Downtown, and the library 1.3 Miles | +87 FT / -36 FT Elevation Change (West to East) POINTS OF INTEREST:  Western Terminus: Grundahl Park.  Garfield Park  Downtown Mount Horeb Business District  Mount Horeb Middle School  Viking Park (Tennis/Pickleball Courts) Page 118 of 127  Liberty Park  Mount Horeb Intermediate School  Eastern Terminus: Mount Horeb Public Library NORTH / SOUTH ROUTE: Connecting Aquatic Center, Downtown, Elementary School and Hofstetter Conservation Park 1.3 Miles | +26 FT / -105 FT Elevation Change (North to South) POINTS OF INTEREST:  Northern Terminus: Aquatic Center  Downtown Mount Horeb Business District  Garfield Park  Mount Horeb Elementary School  Southern Terminus: Hofstetter Conservation FUTURE EXPANSION: STEWART LAKE ROUTE: Connect Mount Horeb Downtown to Stewart Lake County Park. Click to View Interactive Map Page 119 of 127 BICYCLE STORAGE Providing additional bicycle parking is a practical way for Mount Horeb to improve pedestrian and bicycle safety. As bicycling continues to grow, including the rapid adoption of electric bicycles, more residents are traveling farther and using bikes for everyday trips. E-bikes are heavier, more valuable, and often used by riders who may not feel comfortable carrying them inside buildings, which increases the need for stable, secure outdoor bike storage. Bike racks reduce sidewalk clutter, prevent unsafe locking to railings or signs, discourage theft, and create more orderly, predictable pedestrian spaces. By clearly defining where bicycles should be parked, the village can improve accessibility, sightlines, and overall safety for all users of the public right of way. Establishing a dedicated $1,250 per year budget for bicycle rack installation is a low-cost, high-impact implementation strategy within the pedestrian and bicycle safety plan. This funding level is sufficient to install multiple commercial-grade bike parking spaces at a single location each year, allowing the village to focus on priority areas such as downtown, schools, and parks. PEDESTRIAN IMPROVEMENT: MAIN STREET CROSSWALKS Tourism plays a significant role in Mount Horeb’s local economy. Visitors are drawn to the Village to experience the Trollway, local shops, restaurants, and community events. As a result, downtown Main Street functions not only as a transportation corridor, but also as a pedestrian-oriented destination. Many visitors are unfamiliar with downtown parking locations and traffic patterns. This can create confusion and increase the likelihood of mid-block crossings or unsafe crossing attempts along Main Street. The situation is further intensified during the weekly Farmers Market, which is located along this corridor and coincides with evening peak traffic volumes. During these periods, both pedestrian and vehicle activity increase substantially, elevating the potential for conflict. High-visibility crosswalk markings are a proven safety counter measure that can significantly improve pedestrian visibility and driver yielding behavior. According to the Federal Highway Administration (FHWA), enhanced crosswalk visibility treatments have been shown to reduce pedestrian injury crashes by up to 40 percent. Implementing high-visibility crosswalks in key downtown locations would support tourism, improve pedestrian comfort, and enhance overall safety for residents and visitors. Page 120 of 127  High-visibility continental (ladder) or bar-pair crosswalk markings Constructed using thermoplastic or inlay tape.  MUTCD-compliant R1-6 “State Law – Yield to Pedestrian” signs Installed on both sides of the crosswalk Main street has 10 crosswalks that are considered midblock or 2-way intersections that would benefit from high-visibility markings. The 3 crosswalks between 3rd and 5th Street would benefit the most due to high pedestrian traffic during the farmer’s market. In 2025 we had an incident where a child was struck by a vehicle during this peak period. The Village shall prioritize updating these 3 crosswalks with R1-6 Yield to Pedestrian Signs and painted high visibility crosswalk markings as soon as possible. The remaining 6 crosswalks shall be updated in subsequent fiscal years. The Wisconsin DOT is planning to repave HWY 78 (Main St.) in 2033, installing colored concrete crosswalks. In the interim, the village staff shall weigh the reduced up-front cost of painting vs thermoplastic tape. Painted high-visibility crosswalk markings typically require repainting on an annual basis due to traffic wear and snowplowing. The village could proceed with annual maintenance of painted crosswalks until the corridor is resurfaced, at which time more durable marking materials may be considered. Page 121 of 127 PEDESTRIAN IMPROVEMENT: SIDEWALK NETWORK ENHANCEMENTS Mount Horeb should continue to implement its adopted Sidewalk Circulation Plan and related sidewalk construction, maintenance, and inspection policies, which together provide a clear, consistent, and effective framework for improving pedestrian safety and connectivity. The Circulation Plan identifies specific sidewalk gaps, prioritizes connections to schools, parks, and other high-use community destinations, and coordinates sidewalk installation with street reconstruction, redevelopment, and budget considerations, reflecting an incremental and fiscally responsible approach that is already being actively implemented. Complementary Village policies governing sidewalk construction, cost-sharing, and routine safety inspections ensure sidewalks are built to consistent standards, maintained in a reasonably safe condition, and repaired based on objective hazard criteria and pedestrian demand. Continuing these established programs affirms the Village’s commitment to a safe, accessible, and connected pedestrian network while supporting broader goals for walkability, active transportation, and community livability without creating new or redundant policies. ENFORCEMENT Targeted, data-informed enforcement supports engineering and education efforts by reinforcing safe behaviors. In collaboration with the Mount Horeb Police Department, the Village will prioritize:  Targeted speed enforcement in school zones and high-pedestrian corridors  Crosswalk yield enforcement operations downtown and other high-activity areas  Ongoing coordination between enforcement personnel and safety committees to address emerging concerns DATA COLLECTION AND EVALUATION The Village will establish an ongoing collaboration between the Mount Horeb Police Department, Public Safety Committee and the Sustainability and Natural Resources Committee to conduct an annual review of pedestrian and bicycle safety conditions. This review will include:  Analysis of reported crash data involving pedestrians and bicyclists  Collection of pedestrian and bicycle counts at key corridors and crossings  Community engagement to assess perceived safety, barriers, and areas of concern Conducting this evaluation on an annual basis will allow the Village to monitor trends, identify emerging issues, and measure the effectiveness of implemented safety improvements. The review will take place each May to align with National Bike Month, reinforcing the Village’s commitment to active transportation and providing an opportunity to share findings with the community. Page 122 of 127 IMPLEMENTATION TIMELINE Timeline Action Lead Estimated Cost 2026 Create Education Plan Police Dept, Schools, SNR, Parks & Recreation $0 2026 Enhance Public Access to Walking and Biking Information (website update) Village Staff $0 2027 Install Bicycle Network Wayfinding and Crossing Signage for North/South & East/West Routes. Expand to Stewart Lake County Park pending adoption of initial routes. Village Staff, Public Services Department $3,000 - $4,000 2027 2nd Street Reconstruction – Bike Lanes, Wayfinding and Crossing Signage Public Services Department TBD 2027–2031 High Visibility Crosswalks on Main Street Village Staff, Public Services Department $5,000/year (2027-2031) Annual Add Bicycle Racks at Key Destinations Village Staff, Public Services Department $1,250/year Annual (May) Pedestrian and Bicycle Safety Review (crash data, counts, community engagement) Police Dept, Public Safety Committee, SNR $0 Future Pave Military Ridge State Trail Village Staff TBD Page 123 of 127 IMPLEMENTATION SUMMARY 2026: Develop Education Plan In 2026, the Village will lead the creation of a coordinated education and encouragement strategy focused on safe walking and biking. This effort will be a collaboration between the Mount Horeb Police Department, Mount Horeb Area Schools, the Sustainability and Natural Resources Committee, and the Recreation Department. The plan will outline appropriate school programs, community training resources, and public awareness campaigns aimed at promoting safe travel behavior. 2026: Enhance Public Access to Walking and Biking Information The Village website shall be updated to provide clear, easy access to pedestrian and bicycle planning resources. These additions will help residents identify safe routes, understand local infrastructure, and stay informed about ongoing improvements. Web links will include: Low-Stress Route Finder Dane County Bike Map Pedestrian Facilities Map 2027: Install Bicycle Network Wayfinding and Crossing Signage To improve navigation and support a low-stress transportation network, new wayfinding signs and bicycle/pedestrian crossing signs will be added along designated routes. This will enhance safety by clearly directing riders and increasing driver awareness at key conflict points. DOT Property Signs NACTO - Bike Wayfinding Routes 2027: 2nd Street Reconstruction – Bike Lanes, Wayfinding and Crossing Signage Planned reconstruction of 2nd Street in 2027 offers an opportunity to integrate bicycle infrastructure. The Village should install bicycle lane pavement markings when feasible from Lincoln Street to Carver Street, improving north–south connectivity and safety. 2027-2031: Main Street - High Visibility Crosswalks High-visibility crosswalk upgrades using thermoplastic markings and MUTCD-compliant pedestrian yield signage are estimated at approximately $2,500 per crosswalk, consistent with recent municipal pavement-marking unit costs used by communities in south-central Wisconsin. ANNUAL: Install Bicycle Racks at Key Destinations As demand and usage grows, the Village will install secure bicycle parking at major community destinations. Page 124 of 127 FUTURE CONSIDERATION: Pave Military Ridge State Trail Paving a portion of the Military Ridge State Trail within the Village of Mount Horeb is possible, but it requires close coordination with the Wisconsin DNR, because the corridor is a state trail with an existing master‑planned purpose, established surface (predominantly crushed limestone), and winter shared‑use considerations (including snowmobiling on the limestone segments). Today only about 2.5 miles are asphalt (primarily near Fitchburg/Verona), with the remainder in limestone, and snowmobiles are allowed only on the limestone sections, not on the paved segment between Fitchburg and Verona. Any proposal to pave inside the village would therefore need to address how winter uses (snowmobile routing, ski/snowshoe use) would be accommodated if a segment were converted to asphalt. A practical roadmap is to follow the Verona model. In 2025, the City of Verona approved a Land Use Agreement with the DNR to replace bridges and pave an intown stretch of the trail, with the city taking on design, construction, and defined maintenance responsibilities for the paved surface while the DNR retained corridor oversight. Verona’s public project page shows the agreement was signed in May 2025, design advanced through 2026, and asphalt paving scheduled for 2027; meeting notes indicate the city coordinated sequence (bridges first, then paving) and long‑term maintenance terms with the DNR. For Mount Horeb, a similar pathway would likely include: (1) early discussions with the DNR property manager to confirm master plan consistency and scope; (2) a concept plan that maps limits, cross‑sections, winter use management (e.g., alternate snowmobile routing or seasonal agreements), and access points; (3) a draft land use/operating agreement defining roles (construction, snow/ice control, surface maintenance, vegetation management), term, and liability; (4) environmental/permit review as needed; and (5) local funding commitments and public involvement. The DNR’s own information page points to Property Master Plans as the touchstone for proposed changes, while Verona’s project documentation provides a recent, local precedent for the agreement structure, schedule, and deliverables. Links: https://www.veronawi.gov/918/Military-Ridge-State-Trail-Paving-Projec https://dnr.wisconsin.gov/topic/parks/militaryridge/info Page 125 of 127 Interim Village Administrator’s Report May 29, 2026 Committee Meetings: Since the May 6th Village Board meeting, I attended the Utility Commission meeting, Police Commission, CDA, Public Safety, Parks, Recreation and Forestry, Sustainability & Natural Resources, Historic Preservation Commission and Plan Commission meetings. Department Head Meetings: A Department Head meeting was conducted on May 26th and another is scheduled on June 16th. I meet with Department Heads individually as needed. Meetings/Conversations with Contracted Service Providers: Throughout the month there have been numerous meetings/conversations with Rob Wright, Ben Rohr, Ryan Lindsey, Kristen Fish-Peterson and Bryan Kleinmaier to ensure we are keeping things on task and running smoothly. Other Meetings: A few other meetings I attended were the Dane County Cities and Villages Annual meeting, a meeting with the lessee of the Lukken Farm cropland, a meeting with Tim White and two DNR staff who are assigned to the Green Tier Legacy Communities program, a meeting of the Joint Review Board regarding TIF 6, a meeting with Dennis Cooley, Jeff Gorman, and Denise Schwenn to discuss a draft fundraising agreement for a future sports complex, and I attended a pre-construction meeting regarding the 2026 Mount Horeb street construction projects. When not in meetings, I use the time to review files in the Administrator’s office, meet with elected officials, village staff, property owners, developers and the general public. A significant amount of my time is spent on zoning issues and development projects, although signage, erosion control, noise complaints, and general issues are dealt with frequently. A staff level meeting to discuss next steps at the Lukken Farm property will be held in early June. New Department Head: Joan Laundy began her employment with the Village on May 11th as the next SW Dane Outreach Director. The past three weeks she has been working closely with Lynn and Julie to familiarize herself with the responsibilities of her position. Please join me in welcoming Joan to the Village of Mount Horeb staff. Page 126 of 127 Retirement: Our sincere appreciation goes out to Lynn Forshaug who retired from the Village effective May 29th. We appreciate everything Lynn did to advocate for seniors in our community, as well as all the hard work she did for the Village for the past 29 years. We wish Lynn a safe, healthy and enjoyable retirement. Annual Financial Audit: One item on the June Village Board agenda is the presentation of the highlights of the Financial Audit. The document is included in the meeting packet. If possible, please review this document in advance of the meeting. Representatives of Baker Tilly will be at the meeting to present the highlights and answer any of your questions. The audit is an accurate report of the Village’s financial position as of December 31, 2025, including fund balance and debt obligations. Our appreciation goes out to Denise and other Village staff who provided information to the auditors so that the auditors could conduct their independent audit. Much work goes into the annual audit. It is important that staff and the auditor’s work cooperatively during the audit. Miscellaneous: During the past month, I have conducted training on Ethics and Conflicts of Interest at most of the committee meetings. If you were not present for the training, you can view it on Trollway TV from the May 6th Village Board meeting. I continue to work on issues that will allow for a smooth transition once Gabe begins his employment with the Village on June 30th. I truly appreciate all the assistance and support of the Village staff and the Village Board. I especially appreciate the regular check-ins from Ryan Czyzewski. Please feel free to contact me if you have any questions. I can be reached at jon.hochkammer@mounthorebwi.info or at (608) 437-9409. Page 127 of 127