Plan Commission Agenda & Packet (PDF)

City of Plymouth Plan Commission Members: Please notify us if you are unable to attend the meeting. Chairman; Mayor Don Pohlman Members: Ron Nicolaus (Vice Chairman) Angie Matzdorf Jane Meyer Jeremy Schellin John Wyatt Justin Schmitz The City of Plymouth Plan Commission will have a meeting on Thursday, July 9, 2026 at 6:00 PM in Room 305, City Hall, 128 Smith St, Plymouth, Wisconsin. The agenda will be as follows: 1.) Call to Order & Roll Call 2.) Approval of Minutes from June 4, 2026 3.) Recommendation of Extraterritorial Certified Survey Map; W6554 and W6560 County Road Z (Parcel numbers 59016217651 and 59016217652) – located in the Town of Plymouth; for a 2-lot certified survey map. Honeyager (enclosure) 4.) Site Plan Seeking Approval; parcel 59271829216, regarding proposed site plan improvements and construction of five multi-family buildings totaling 60 dwelling units in total in the R-4 Multi-Family Residential Zoning District. Treml (enclosure) 5.) Public Hearing: regarding the proposed creation of Tax Incremental District No. 11, the proposed boundaries of the District, and the proposed Project Plan for the District. 6.) Consideration and possible action; on a “Resolution Establishing the Boundaries of and Approving the Project Plan for Tax Incremental District No. 11.” 7.) Communication – Letters, E-mails, or reports Related to the Plan Commission (Chairman, Secretary, Plan Commission Members, City of Plymouth Staff/Alderpersons) 8.) Adjournment It is possible that members of and possibly a quorum of members of other governmental bodies of the municipality may be in attendance at the above stated meeting to gather information. No action will be taken by any governmental body at the above stated meeting other than the governmental body specifically referred to above in this notice. Please note that, upon reasonable notice, efforts will be made to accommodate the needs of disabled individuals through appropriate aids and services. For additional information or to request this service, contact the City of Plymouth, located at Plymouth City Hall at 128 Smith Street, Plymouth, WI or call 920-893-1271. Page 1 of 97 City of Plymouth Plan Commission UNOFFICIAL MINUTES Mayor Pohlman called the meeting to order at 6:00 PM on June 4, 2026. The following members were present: Jeremy Schellin, Jeremy Schmitz, Ron Nicolaus, John Wyatt, and Jane Meyer. Also present: City Administrator/Utilities Manager Tim Blakeslee, Assistant City Administrator/Community Development Director Jack Johnston 1.) Call to Order & Roll Call: Mayor Pohlman called the meeting to order at 6:00 pm. The meeting began with a roll call of the Plan Commission. 2.) Approval of Minutes from May 7, 2026 Motion was made by Nicolaus/Schmitz to approve the minutes. Upon the call of the roll, all voted aye. Motion carried. 3.) Election of Vice-Chairman of Plan Commission as Required by PMC 2-4-5(e) Commissioner Schellin nominated Ron Nicolaus to serve as Vice-Chairman of the Plan Commission ending May 1, 2027. Commissioner Schmitz seconded. Upon call of the roll, all voted aye. Motion carried. 4.) Recommendation of Extraterritorial Certified Survey Map; N5224 Country Aire Road – located in the Town of Plymouth; for a 2-lot certified survey map Krebsbach (enclosure) Gerry Krebsbach has submitted a two- lot certified survey map (CSM) for land he owns in the Town of Plymouth on Country Aire Road. As this land is within 1.5 miles of the City of Plymouth, it is subject to extraterritorial plat review and approval by the City of Plymouth as a fourth-class city. Gerry Krebsbach was present for the meeting. He explained they are looking to divide off a portion of their land to build a new home for themselves and sell the larger farm parcel. Motion was made by Schmitz/Nicolaus to recommend approval of the extraterritorial certified survey map as presented, contingent on Town of Plymouth approval. Upon call of the roll, all voted aye. Motion carried. 5.) Site Plan Seeking Approval; 1407 Eastern Avenue, Dale Mart LLC, for the alteration of an existing parking lot in the B-2 General Business District for a new Indian and American restaurant on the property to be called Kitchen Comfort. Martenson & Eisele (enclosure) The owners of the property at 1407 Eastern Avenue (directly east of the Shell Gas Station, currently used as an American Family Insurance local office) are in the process of converting a portion of the building into an Indian- American restaurant called “Kitchen Comfort ” This will be the owners third Kitchen Comfort location – the first two being in the Fox Valley area in Dale and Neenah. Part of the process in converting this building into a restaurant includes reshaping the parking lot and eliminating the second access driveway off of Eastern Avenue to add handicap parking. Sec. 13-1- 173(a) of the Plymouth Municipal Code requires any alterations to existing parking lots in the B -2 district must first obtain Plan Commission approval. Page 2 of 97 Christopher Bauknecht and Joe Lamberty were present for the meeting on behalf of the applicant/owner who was unable to attend. M r. Bauknecht briefly summarized the application and t he parking lot alteration. T he Commission asked when the timeline for opening the restaurant was. Mr. Lamberty explained they are still seeking some contractors for the project and didn’t have a firm timeline. The Commission asked staff i f the parking lot would be conforming if the southern half of the building found a tenant. Assistant City Administrator Johnston explained that at the present, the parking lot met code for number of spaces. He explained that depending on the occupancy for a future tenant, the parking lot may need to be enlarged. Motion was made by Nicolaus/Schellin to approve the alteration of an existing parking lot in the B-2 General Business District for a new Indian and American restaurant on the property to be called Kitchen Comfort. Upon call of the roll, all voted aye. Motion carried. 6.) Discussion and possible recommendation; Modifications to Sec. 13-1-101, 13-1-106, 13-1-108, and 13-1-109 of the Plymouth Municipal Code regarding marquee signs, illumination standards, and special exceptions to the sign code. Johnston (enclosure) In May, the Plan Commission discussed updating the City’s sign code related to the following items: • Creation of marquee sign rules and regulations • Establishment of illumination standards for new internally and externally illuminated signs • Shifting variance/special exception requests for the sign code from the Board of Appeals to the Plan Commission Consensus from the Plan Commission at that time was for staff to work on an ordinance update including these changes and bring back at a future meeting. Staff summarized the written ordinance. Assistant City Administrator Johnston explained that the special exception process is still included in the ordinance as discussed at the May meeting, but the process name was altered to a conditional use permit process at the recommendation of Attorney Fieber. Commissioner Schellin asked if the illumination standards for uncovered lighting would include LED bulbs for an electronic sign. Mr. Johnston responded that was not the intent of the ordinance and he would clarify that before Common Council adoption. Commissioner Schellin also asked if the conditional use permit process for signs would apply to the entire sign code or just these amended sections. Staff responded it would apply to the entirety of the sign code. Commissioner Wyatt asked for some detail about “brightness calculations” and what that meant. Mr. Johnston responded that staff is requesting illuminated sign permit applications include this detail so staff and the building inspection department could review them based on international building code standards and also consider the location of the sign and the impact of illumination based on its location. Motion was made by Nicolaus/Schellin to recommend approval Modifications to Sec. 13-1- 101, 13-1-106, 13-1-108, and 13-1-109 of the Plymouth Municipal Code regarding Page 3 of 97 marquee signs, illumination standards, and special exceptions to the sign code, with minor changes as discussed. Upon call of the roll, all voted aye. Motion carried. 7.) Possible motion; to move July Plan Commission meeting to Thursday, July 9, 2026 at 6 pm. Motion by Wyatt/Nicolaus to move the July Plan Commission to July 9, 2026 at 6 pm. Upon call of the roll, all voted aye. Motion carried. 8.) Communication – Letters, E-mails, or reports Related to the Plan Commission (Chairman, Secretary, Plan Commission Members, City of Plymouth Staff/Alderpersons) City Administrator Blakeslee reported that the new Sargento facility is well underway with foundations incoming. Neumann is preparing to begin phase 1 of the Heritage Grove subdivision in the next month. 9.) Adjournment Motion by Wyatt/Nicolaus to adjourn the meeting at 6:42 pm. Upon call of the roll, all voted aye. Motion carried. Meeting adjourned. Page 4 of 97 City of Plymouth 128 Smith St. - P.O. Box 107 Plymouth, WI 53073-0107 Telephone: (920) 893-3745 Facsimile: (920) 893-0183 Web Site: plymouthgov.com DATE: June 30, 2026 TO: Plan Commission FROM: Jack Johnston, Assistant City Administrator/Community Development Director RE: Recommendation of Extraterritorial Certified Survey Map; W6554 and W6560 County Road Z (Parcel numbers 59016217651 and 59016217652) – located in the Town of Plymouth; for a 2-lot certified survey map. Honeyager (enclosure). Background: Randall and Denise Prange have submitted a certified survey map (CSM) for extraterritorial review and approval by the City of Plymouth due to the property being within the 1.5 mile extraterritorial review area of the City of Plymouth. The property itself is located within the Town of Plymouth and received Town approval on January 13, 2026. Current Configuration vs. Changes: This land is approximately 37.73 acres in total across two parcels of land, both with a home and a shed or a detached garage. There is a looping driveway that can serve both properties, with access points off of County Road Z, as well as Pioneer Road. The primary entrance for W6554 County Road Z is off of Z, while the primary access for W6560 County Road Z is off of Pioneer Road. The driveways are interconnected and cross property lines. The properties also have FEMA Flood Plain Zone A along the eastern end, along Pioneer Road, along with County Shoreland zoning along the northern property edges and wetlands in the southwest quadrant. No buildings are in any of these areas, nor are any buildings being contemplated to be built in these areas. This CSM adjusts the lot lines of the existing two parcels of land. The smaller of the two parcels, W6554 County Road Z, will be increasing acreage from approximately 6 acres to 13.38 acres by expanding east along County Road Z. Conversely, the larger parcel, W6560 County Road Z will see a reduction in size from approximately 31.72 acres to 24.35 acres due to that land being transferred to W6554 County Road Z. There are no other land divisions being contemplated with this CSM, simply lot line adjustments involving the existing parcels. Sheboygan County Approval: The Town of Plymouth approved this CSM on June 9, 2026, but it also requires Sheboygan County review. Staff has attached the conditional letter of approval from Sheboygan County to this report. City Approval Process: The City’s Common Council would ultimately be the body to give approval of the CSM from the City of Plymouth. However, the Plan Commission must first furnish a recommendation to the Council. Page 5 of 97 Staff Recommendation: The property is not located near adjacent City lands or roadways. As such, staff recommends the Plan Commission recommend approval the extraterritorial CSM for the property as presented. Final approval of the CSM is scheduled to be held at the Common Council meeting at a later date. Copies Mailed/Emailed To: I. Robert Honeyager: honeyager3451@gmail.com II. Cathy Austin: caustin@plymouthwi.gov Attachments: I. Certified Survey Map II. Sheboygan County contingent approval letter Page 6 of 97 Page 7 of 97 Page 8 of 97 Page 9 of 97 Page 10 of 97 Sheboygan County Planning & Conservation Department Administration Building 508 New York Avenue Sheboygan, WI 53081-4126 P: (920) 459-3060 P: (920) 459-1370 E: plancon@sheboygancounty.com Director, Aaron C. Brault June 22, 2026 HONEYAGER TRUST ROBERT & CHRISTINE HONEYAGER W6554 COUNTY ROAD Z PLYMOUTH WI 53073-3916 RE: Certified Survey Map, Honeyager property, Section 19, Town of Plymouth Greetings, Sheboygan County's Planning & Conservation Department (Department) serves as an "approving authority" in the land division process within unincorporated areas of Sheboygan County. On May 11, 2026 a revised certified survey map (CSM) of the above-named property was submitted to this Department for preliminary review for compliance with the Sheboygan County Subdivision Ordinance (Ordinance). Once a CSM is submitted to our Department we review and approve, approve conditionally, or deny the land division. Please be advised that approval or conditional approval from the County does not imply approval by the town government in which the parcel is located. Please work closely with the town to ensure compliance with all local ordinances that apply to the propo sed land division. The Department cannot approve a land division without the necessary town approvals and signatures. Additionally, the Department has certain requirements that need to be met before the CSM is officially signed and approved. These requirements are listed below. Prior to County approval, the Department must receive: 1. An updated original version of the certified survey map with all required signatures. Minor changes to the current CSM are needed by your surveyor. He was made aware of these changes on June 22, 2026. 2. Pursuant to Section 71.18(2)(a) of the Ordinance, any existing septic system(s) located on a newly-created lot must be inspected by licensed master plumber, master plumber-restricted service, certified POWTS inspector, registered POWTS maintainer, or licensed pumping service, within 12 months of the submittal of the CSM to ensure the components of the septic system are considered code compliant. The inspection results or maintenance report must be filed electronically by your service provider. Department records indicate the dwelling on Lot 1 was last maintained on 05/24/2024. We would appreciate it if you or your service provider would contact our office via phone or email once the maintenance report has been filed online to continue the final approval process. 3. A check for $275 made payable to the “Sheboygan County Treasurer” to cover the review fee. At this time , I am Conditionally Approving the map. Once the above requirements are met please schedule a time with our office so we can sign off on the CSM. If you have any further questions, please feel free to contact me at 920-459-3060. Page 11 of 97 Sincerely, Tyler Betry Deputy Director / County Conservationist Page 12 of 97 City of Plymouth 128 Smith St. - P.O. Box 107 Plymouth, WI 53073-0107 Telephone: (920) 893-3739 Facsimile: (920) 893-0183 Web Site: plymouthgov.com DATE: July 2, 2026 TO: Plan Commission FROM: Jack Johnston, Assistant City Administrator/Community Development Director RE: Site Plan Seeking Approval; parcel 59271829216, regarding proposed site plan improvements and construction of five multi-family buildings totaling 60 dwelling units in total in the R-4 Multi-Family Residential Zoning District. Treml (enclosure) ZONING CONSISTENCY MATRIX Required Provided Zoning R-4 R-4 (no change) Acreage Minimum Variable Based on Dwelling Units 10.69 acres Maximum Lot Coverage of All Buildings 50% 10.9% Minimum Lot Width at Building Line 125’ ~360’ Minimum Front Yard Setback 30’ 73.6’ for apartments; >100’ for office & mail room Minimum Side Yard Setback Principal Building Accessory Building 15’ 3’ 50.9’ to 62.2’ for apartments; >200’ for office & mail room Minimum Rear Yard Setback 25’ ~200’ for apartments; ~150’ for trash enclosure Maximum Height Any Structures Principal: 45’ Accessory: 20’ Apartments: ~30.6’ Office/Mail Room: 16’ maximum Maximum Number of Dwelling Units 107 dwelling units (based on parcel acreage) 60 dwelling units (12 in each building) Background: As part of the Heritage Grove subdivision project, Neumann Developments partnered with PRE/3 out of Brookfield to undertake a separate multi -family project on the site totaling 60 units across five buildings. The concept was initially provided to the Plan Commission in September 2025 as part of the overall Neumann single- family concept plan and has remain unchanged since then. PRE/3 came before the Plan Commission in December of 2025 with a rezoning request and concept plan for the site that was eventually approved. Now, PRE/3 has submitted a formal site plan review application to be considered by the Plan Commission. The site plan shows the same layout as shown during early concept discussion Page 13 of 97 dating back to late last year. Pending City approval, PRE/3 is hoping to begin this project by years end. Comprehensive Plan/Zoning/Setbacks: The City’s 2022 Comprehensive Plan Future Land Use Map designates this property as residential. As the applicant is proposing a residential use for this site, no comprehensive plan amendment would be required for this project. Further, the property has R-4 multi-family residential zoning which allows apartment buildings up to 12 dwelling units per building. The number of residential units on a specific parcel in the R-4 district is restricted by the parcel’s acreage. This particular property is approximately 10.69 acres in size which would allow eight 12-unit apartments buildings, and an additional building up to 11 residential units. The applicant is seeking 60 units for this property (five 12-unit buildings) for this project. The housing density meets code requirements for the R-4 district. 2024 Housing Study: The City’s 2024 Housing Study identified a demand forecast for 237 market rate rental units. Since then, the Wangard apartment project came online with 156 units. With this project adding an additional 60 units, the demand from that study will be approximately 91% met. Site Plan Details: The site has two access points of what will be “Founders Way” for the Heritage Grove subdivision. The south west entrance near the intersection at Highway 67 and another along the northeast corner of the property. The northeast entrance goes through what will eventually be a City of Plymouth park. The City will need to give the owners an easement for driveway access for this property. This was negotiated during the developer’s agreement process with the developer and would be formally established and approved at a future time. Two way traffic in the parking lots is possible for this development as shown in the site plan. The buildings are designed to provide a high-quality residential environment, incorporating private entrances and attached garages for each unit. This design enhances privacy, safety, and neighborhood compatibility, consistent with municipal code expectations for multi-family housing developments. Also provided will be a dog run (final location to be determined), electric car charging, and ample open space. Apartment Details: The project features exclusively two-bedroom units. In total, there are 60 residential units across five buildings (12 units in each building). Each residential unit is designed with two bedrooms, two bathrooms, a private exterior entrance, and an attached garage. Unit sizes range from approximately 1,050 to 1,150 square feet. The site will also include a centralized office/leasing space and a shared tenant mail pickup area to support daily operations and resident needs. Parking: City code requires at least 2 parking spaces per each dwelling unit. The submitted plan includes 141 parking spaces in total. Sixty are covered spots (garage parking) and 81 surface stalls as well. Based on 60 dwelling units for this project, a minimum of 120 parking spots would be required. This project exceeds that minimum by 21 spots. Dumpster Enclosures: The site plan includes two trash enclosures for private collection on the east and west end of the driveway entrance/exits. They will be built using pressure treated lumber and be six feet tall in height. Fully enclosed trash and recycling areas will be located adjacent to each proposed building. These enclosures will be constructed of durable materials with stained wood finishes and will house both trash and recycling containers. The owner will need to contract for refuse and recycling collection for tenants. Page 14 of 97 Landscaping Plan: For new site plan review applications, municipal code requires the applicant to provide a landscaping plan that includes the following: • Tree removal plan that shows exact trees (listing species) that are proposed to be removed with the development. • Location and provide landscaping schedule of all plantings, including grass, shrubs, and trees. • Parking lot landscaping shall be equal to at least ten percent of the surface drives and parking area. Staff has reviewed the proposed landscaping plan which includes plantings around the perimeter of the five residential buildings, the office, the mail room, and the two proposed ground signs and verified it meets code. There is only site grading being done on this site in terms of removing existing landscaping – there are no tree/shrub species present at this time to be removed. The landscaping does meet the ratio as required in the third bullet point. Stormwater Management/Erosion Control: This project is included and was design as part of an overall stormwater management plan that was designed by TRIO Engineering for the Heritage Grove subdivision. B est management practices and erosion control measures will be implemented during construction per the site plan narrative. Lighting Plan: The applicant has indicated that no pole lighting is proposed for this development. Exterior lighting will consist of 16 coach style lights for each residential building. A photometric plan demonstrates that light levels will not extend beyond the property boundaries. Both City Building Inspector Brian Witkowski and consulting engineers from Kapur have reviewed the proposed lighting plan and had the following comment: • Site lighting appears to be provided primarily by building- mounted fixtures, resulting in limited illumination away from the building footprint. Consider reviewing lighting levels along pedestrian routes, parking areas, and other commonly used site features to determine whether additional lighting is warranted to enhance visibility and user comfort. Building Inspector Witkowski commented on the office and mailroom area, asking that some more lighting be provided there for pedestrians that may be meandering in that area. The applicant has since revised the lighting plan but Kapur nor the Building Inspector have had a chance to review it. City staff is comfortable with the Plan Commission making this a contingent of approval. Plymouth Fire Department Review/Easement for Hydrants: Plymouth Fire Department Chief Jim Klug reviewed the site plan and requested the following changes of the site plan: • Access – For our aerial apparatus, access roads should be 26’ wide • Outside turning radius on east turn into parking area should be 50’ for aerial apparatus The applicant has received those requests and has agreed to make those changes. Staff would verify those changes were made once a revised site plan is submitted. The fire hydrant locations originally provided are satisfactory to the Fire Department. A public easement will be required for those hydrants at a later date. Public Works & Engineer Review/Utilities Infrastructure: Page 15 of 97 Director of Public Works Cathy Austin and the City’s consulting engineers from Kapur conducted a review of the site plan. The full review letter is included as an attachment. Comments are minor in nature and related mostly to looping the water as well as creating public easement for utility infrastructure, as previously discussed in this report. Staff requests the Plan Commission consider approval of the site plan contingent on these comments being addressed. Signage: The applicant is proposing a 54 square foot sign (32 square feet excluding monument base). Their submitted landscaping plan shows both a single faced and double faced sign. The associated site plan does not appear to show a clear location where the two signs would go, however. Municipal code allows “ground signs in residential districts , [but] are limited to one ground sign and only allowed for parcels with multi-family residential uses with at least 12 individual dwelling units on the property. ” So if the applicant is indeed proposing two signs, one would need to be removed. Plan Commission Consideration(s): Sec. 15-1-3(g) of the City Code indicates that the Plan Commission must review and approve any construction, reconstruction, expansion or conversion, except for one and two family residences in residentially zoned districts before the issuance of a building permit from the building inspector: • Site plan approval. All applications for building permits for any construction, reconstruction, expansion or conversion, except for one and two family residences in residentially zoned districts shall require site plan approval by the plan commission. When considering acting on a site plan application, the Plan Commission should consider the following: a. The appropriateness of the site plan and buildings in relation to the physical character of the site and the usage of adjoining land areas. b. The layout of the site with regard to entrances and exits to public streets; the arrangement and improvement of interior roadways; the location, adequacy and improvement of areas for parking and for loading and unloading; and shall, in this connection, sat isfy itself that the traffic pattern generated by the proposed construction or use shall be developed in a manner consistent with the safety of residents and the community, and the applicant shall so design the construction or use as to minimize any traffic hazard created thereby. c. The adequacy of the proposed water supply, drainage facilities and sanitation and waste disposal. d. The landscape and appearance of the completed site. The plan commission may require that those portions of all front, rear and side yards not used for off-street parking shall be attractively planted with trees, shrubs, plants or grass lawns, and that the site be effectively screened so as not to impair the value of adjacent properties nor impair the intent of purposes of this section. Staff Recommendation: Based on the 2024 housing study showing a need for these housing types, as well as the current zoning and comprehensive plan being harmonious with this proposal, staff does recommend approval of the site plan as presented, with the following contingencies as discussed in the staff report: • Comments from Kapur Engineering being addressed • Comments from Fire Department being addressed • Clarification on sign proposal Copies Mailed/Emailed To: I. Brad Treml: btrem@releeinc.com Page 16 of 97 Attachments: I. Applicant Materials II. Kapur Review Letter Action Date Status Plan Commission Meeting; Concept Plan Review/Rezone Application 12/4/2025 Rec. proceed; Rezone recommended for approval Common Council Meeting: Rezone Ordinance 1/27/2026 Rezone Approved Plan Commission Meeting: Site Plan Review 7/9/2026 This meeting Page 17 of 97 Site Plan Narrative R-4 Multi-Family Residential Development Project Overview The proposed development consists of five (5) multi-family residential buildings, each containing twelve (12) dwelling units, for a total of sixty (60) residential units. The development is located within the City of Plymouth and is guided by the standards and intent of the R-4 Multi-Family Residential Zoning District. Each residential unit is designed with two bedrooms, two bathrooms, a private exterior entrance, and an attached garage. Unit sizes range from approximately 1,050 to 1,150 square feet. The site will also include a centralized office/leasing space and a shared tenant mail pickup area to support daily operations and resident needs. The property will be professionally managed, with one full-time property manager and up to two part-time employees responsible for maintenance and housekeeping, ensuring consistent upkeep and operational effectiveness. Compliance with R-4 Zoning and Municipal Code The proposed development complies with the applicable provisions of the City of Plymouth Municipal Code governing the R-4 Multi-Family Residential District in the following key respects: • Permitted Use and Density: Multi-family residential dwellings are permitted within the R-4 district. The proposed five-building, 60-unit configuration reflects a density that is consistent with the intent of the district, which is to accommodate moderate- to higher-density residential development in an organized and planned manner. The proposed density will be approximately 5.6 units per acre. Building area cannot exceed 50% of the total parcel and the proposed development will be 10.9% of the total parcel. • Building Design and Layout: The buildings are designed to provide a high-quality residential environment, incorporating private entrances and attached garages for each unit. This design enhances privacy, safety, and neighborhood compatibility, consistent with municipal code expectations for multi-family housing developments. Also provided will be a dog run, electric car charging, and ample open space. Page 18 of 97 • Parking and Access: Each unit includes an attached garage and a surface stall, which contributes to meeting off-street parking requirements. The site plan is designed to provide safe and efficient vehicular circulation, adequate parking supply, and clear access for residents, visitors, and service vehicles in accordance with City standards. • Site Functionality: The inclusion of an on-site office and centralized mail facility supports organized site management and resident convenience. The layout promotes efficient use of space while maintaining accessibility and functionality across the site. Providing a loop through the site will allow for access from either side of the site and will provide additional safety in case one was to temporarily close. • Property Maintenance and Operations: The provision of on-site management and maintenance staff aligns with Plymouth’s expectations for professionally operated multi-family developments, helping ensure long-term property condition and compliance. Consistency with the Comprehensive Plan The proposed development advances several key goals and policies identified in the City of Plymouth Comprehensive Plan: • Housing Diversity and Supply: The project contributes to the City’s goal of expanding diverse housing options by providing mid-density multi-family units suited for a variety of household types, including workforce residents, small families, downsizing households, and retirees. • Efficient Land Use and Growth Management: The development makes efficient use of land and existing infrastructure by clustering 60 units across five buildings in a cohesive layout. This supports sustainable development patterns and responsible growth planning. • Neighborhood Compatibility: The scale, design, and layout of the buildings are compatible with surrounding land uses. Features such as individual unit entrances and attached garages help create a residential character that transitions well within the broader community context. • Quality Development Standards: The project reflects a commitment to quality design, ongoing maintenance, and Page 19 of 97 livability through thoughtful building design, shared amenities, and professional management. Site Design and Functional Considerations The overall site plan has been developed to promote safety, aesthetics, and functionality: • Circulation: Internal drives and access points are designed to provide safe and efficient traffic flow. • Amenities: The leasing office and mail area serve as central amenities that support resident services. Also provided will be electric car charging ports, ample open space for activities, and a dog run. • Residential Experience: Private entrances and attached garages create a townhouse-style living environment within a multi-family framework. • Maintenance and Operations: On-site staffing ensures consistent property oversight and responsiveness. • Stormwater and Erosion: The proposed parcel is part of an overall stormwater management plan that was designed by TRIO and approved by the City. BMP and erosion control measures will be implemented during construction. Conclusion The proposed five-building, 60-unit multi-family development meets the intent and requirements of the R-4 Multi-Family Residential District and aligns with the City of Plymouth Municipal Code and Comprehensive Plan. The project provides high-quality housing, efficient land use, and long-term compatibility with the surrounding area, while supporting the City’s goals for diverse housing options and well-managed residential growth. Page 20 of 97 Page 21 of 97 VICINITY MAP LOCATION MAP NOTE: EXISTING UTILITIES SHOWN ON PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXACT LOCATIONS AND ELEVATIONS OF ALL UTILITIES, WHETHER SHOWN OR NOT, FROM THE OWNERS OF THE RESPECTIVE UTILITIES. ALL UTILITY OWNERS SHALL BE NOTIFIED FOR LOCATES BY THE CONTRACTOR 72 HOURS PRIOR TO EXCAVATION. NOTE: ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO CONSTRUCTION AND SHALL CONFORM TO THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES CONSTRUCTION SITE EROSION CONTROL AND TECHNICAL STANDARDS. ATTENTION! DOWNLOADED PLANS ARE NOT SCALEABLE, NEITHER THE OWNER OR THE ENGINEER SHALL BE HELD RESPONSIBLE FOR THE SCALE OR PRINT QUALITY OF DOWNLOADED PLANS. ONLY PRINTED PLANS FROM BLUE PRINT SERVICE CO., INC. SHALL BE CONSIDERED TO BE SCALEABLE PLANS. MULTI-FAMILY DEVELOPMENT FOR PRE/3 LLC. CITY OF PLYMOUTH, SHEBOYGAN COUNTY, WISCONSIN 04/2026 5915026C 5915026 BLT AJB BLT CLOCATION MAPS AND INDEX TO DRAWINGS MULTI-FAMILY DEVELOPMENT FOR PRE/3 LLC. CITY OF PLYMOUTH SHEBOYGAN COUNTY, WISCONSIN PROJECT LOCATION 43 HOWARDSLAKECLOUDMT. CALVARY EDEN CASCADE WALDO GIBBS- PLYMOUTH 67 57 SHEBOYGAN FALLS GROVE 43 42 MALONE PIPE QUINNEY STOCKBRIDGE 55 COMBINED BURG JOHNS- BROTHER- TOWN VALDERS CLEVELAND CALUMETVILLE ELKHART ST. ANNA ST. CALVARY MARYTOWN 32 KIEL HOLSTEIN NEW 151 JERICHO CHILTON HAYTON ST. NAZIANZ 67 HILL SCHOOL HAVEN NEWTON 42 WHITELAW VILLE KELLNERS- MARIBEL 32 57 JOHN ST. 114 HILBERT POTTER COLLINS MILLS CLARKS REEDSVILLE GRIMMS CATO ASKEATON DUNDAS SHERWOOD 10 FOREST JCT. LOCKS HOLL- AND BRILLION WAYSIDE 151 ROCKWOOD BRANCH 10 310 CREEKS MISHICOT FRANCIS CREEK 147 42 ALGOMA CHUTE ZACHOW ANGELICA VILLE 47 LITTLE MACK- TON 55 55 156BRIAR- 47 BONDUEL LUXEM- SLOVAN POLAND LANGES CORNERS NEW FRANKEN GREEN- LEAF TOWN WRIGHTS- 96 FREEDOM 41 57 32 96 MORRISON LARK96 SHIRLEY 55 SEYMOUR 54 ALLOUEZ BELLEVUE TWO NORMAN MILLS TISCH DENMARK COOPERS- TOWN 163 STANGLE- VILLE 163 PILSEN VILLE ELLIS- BURG KEWAUNEE ALASKA DYCKESVILLE 29 32 KUNESH 29 ANSTON SUAMICO SOBIESKI PULASKI160 KRAKOW LITTLE SUAMICO141 41 CASCO CHAMPION EUREN 54 RIO CREEK RANKIN BRUSSELS 57 ROSIERE 42 VILLE FOREST- KOLBERG WOOD MAPLE- PULCIFER ADVANCE CECIL 117 22 UNDER- HILL SURING HAYES STILES ABRAMS GREEN VALLEY SAMPSON 32 BROOK- SIDE OCONTO FALLS22 GILLETT OCONTO 22 41 LINE COUNTY CORNERS HICKORY 42 JACKSON- VALMY VILLE CARLS- PORT EGG HARBOR PROJECT LOCATION C LOCATION MAPS AND INDEX TO DRAWINGS 1 GENERAL NOTES 2 EXISTING SITE CONDITIONS 3 OVERALL SITE PLAN 4 WEST SITE PLAN 5 EAST SITE PLAN 6 WEST UTILITY PLAN 7 EAST UTILITY PLAN 8 WEST GRADING PLAN 9 EAST GRADING PLAN 10 OVERALL EROSION CONTROL PLAN 11 MISCELLANEOUS DETAILS 12 MISCELLANEOUS DETAILS 13 MISCELLANEOUS DETAILS 14 EROSION CONTROL - INLET PROTECTION TYPES A, B, C AND D 15 EROSION CONTROL - INLET PROTECTION TYPE D-HR AND TYPE D-M 16 EROSION CONTROL - DITCH CHECK DETAILS 17 EROSION CONTROL - SHEET FLOW DETAILS 18 EROSION CONTROL - TRACKOUT CONTROL PRACTICES 19 EROSION CONTROL - EROSION MAT SLOPE APPLICATION DETAILS 20 EROSION CONTROL - EROSION MAT CHANNEL APPLICATION DETAILS 21 EMERGENCY OVERFLOW ROUTE 22 LANDSCAPE DETAILS 23 OVERALL LANDSCAPE PLAN SHT. NO. DESCRIPTION INDEX TO DRAWINGS Page 22 of 97 PRELIMINARYNot for Construction 05/2026 5915026T 5915026 BLT AJB BLT 1GENERAL NOTES MULTI-FAMILY DEVELOPMENT FOR PRE/3 LLC, CITY OF PLYMOUTH SHEBOYGAN COUNTY, WISCONSIN HANDICAP PARKING LEGEND FENCE EDGE OF GRAVEL EDGE OF ASPHALT CONTOUR LINE TREE/BRUSH LINE CURB & GUTTER RETAINING WALL GUARD RAIL FIRE HYDRANT WATER VALVE/CURB STOP WATER MANHOLE REDUCER/INCREASER SANITARY MANHOLE AIR RELIEF MANHOLE STORM MANHOLE OPEN STORM MANHOLE STORM INLET STORM INLET MANHOLE TANK COVER SOIL BORING POST IRON PIPE/ROD PK NAIL DECIDUOUS TREE CONIFEROUS TREE BUSH RIP RAP CULVERT WETLANDS SANITARY SEWER (SIZE NOTED) FORCEMAIN (SIZE NOTED) STORM SEWER (SIZE NOTED) WATERMAIN (SIZE NOTED) GAS LINE OVERHEAD TELEPHONE LINE UNDERGROUND TELEPHONE LINE OVERHEAD ELECTRIC LINE UNDERGROUND ELECTRIC LINE OVERHEAD CABLE TV LINE CABLE TV LINE FIBER OPTIC LINE R/W LINE PROPERTY LINE EASEMENT LINE BUILDING SETBACK LINE SECTION LINE SB POWER POLE POWER POLE W/GUY WIRE LIGHT POLE TRAFFIC SIGNAL POLE ELECTRIC MANHOLE ELECTRIC METER TELEPHONE MANHOLE TELEPHONE PEDESTAL CABLE TV MANHOLE CABLE TV PEDESTAL GAS VALVE GAS METER MAILBOX SIGN BOLLARD PRE/3, LLC 3120 GATEWAY ROAD BROOKFIELD, WI 53045 920-988-5874 CONTACT: EMILY MCFARLAND OWNER INFORMATION: NICOLET LUMBER COMPANY 4050 NICOLET DRIVE GREEN BAY, WI 54311 920-866-2629 CONTACT: DENNIS HERMANS CONTRACTOR INFORMATION: SURVEY DATA PROVIDED BY TRIO ENGINEERING. EXISTING CONDITIONS CONTOURS SHOWN ARE A COMBINATION OF EXISTING CONDITIONS DATA AND PROPOSED SUBGRADE ELEVATIONS OF SITE PER THE OVERALL MASS GRADING OF THE HERITAGE GROVE PROJECT. NOTE: Page 23 of 97 43 42 12 11 39 40 41 37 38 14 13 36 33 34 35 20 1918 17 16 15 25 24 23 22 21 30 31 32 27 28 29 26 9 10 FG 886.6FG 886.6FG 887.0FG 887.4 FG 887.4 FG 887.0 FG 886.8 FG 888.5FG 888.8FG 889.2 FG 887.1FG 887.4FG 887.8FG 888.1 FG 887.1 FG 887.4 FG 887.8 FG 887.9 FG 887.7 FG 887.3 FG 887.0 FG 886.6 FG 886.2 FG 885.9 FG 885.8 FG 885.8 FG 885.8 FG 889.8 FG 886.9 FG 886.9 FG 886.8 FG 887.0 FG 886.5 FG 886.1 FG 885.7 FG 885.1 FG 884.6 FG 884.5 FG 884.5 EXP 885.8 CCCC SW-26 EL. 881.10 30" CLAY >4' SAND SW-25 EL. 884.5 4.5' SAND (SILT/CLAY) 4' SILT 6' SAND SW-19 EL. 880.5 5.5' SILT >4.5' SAND/GRAVEL B-23 EL. 880.3 5' CLAY >10' SAND/SILT/GRAVEL B-24 EL. 881.4 5' CLAY >10' SAND/SILT/GRAVEL SW-18 EL. 883.2 6' CLAY >9' SAND/GRAVEL SW-17 EL. 884.5 16' LEAN CLAY SW-16 EL. 878.0 15' SILT/CLAY B-11 EL. 880.8 11' SAND MIX B-10 EL. 886.9 5' CLAY MIX 12' CLAY/SAND B-9 EL. 886.6 10.5' CLAY MIX 4.5' SILT/SAND/GRAVEL 7' SAND/GRAVEL3' CLAY 12' SAND/GRAVEL B-1 EL. 881.7 3' CLAY 11' SILT SW-21 EL. 879.9 3' SILT 6.5' SILTY CLAY SW-20 EL. 881.1 5' CLAY 4' SAND/GRAVEL B-6 EL. 881.0 3' CLAY 12' SAND/GRAVEL B-5 EL. 883.7 3' CLAY 5' SAND 7.5' SAND/GRAVEL B-22 EL. 880.4 5' CLAY 10' SAND/GRAVEL 887.47 885.99 886.23 886.38 886.06 884.29 883.87 R883.45 883.49 883.59 883.69 885.00 884.67 R884.34 R884.34 884.72 885.09 883.12 883.50 R882.72 R882.72 882.87 883.01 15"IE:880.90 PRELIMINARYNot for Construction 05/2026 5915026T 5915026 BLT AJB BLT 2EXISTING SITE CONDITIONS MULTI-FAMILY DEVELOPMENT FOR PRE/3 LLC, CITY OF PLYMOUTH SHEBOYGAN COUNTY, WISCONSIN NORTH SCALE IN FEET 0' 60' 120' STATE HIGHWAY '67' BASIN 17B BASIN 16B POND 11P BASIN 12B BASIN 14B BASIN 13B BASIN 15B DEPRESSION 19D Page 24 of 97 FG 887.0 886.06 884.29 884.72 885.09 15"IE:880.90 EV EV PRELIMINARYNot for Construction 04/2026 5915026D 5915026 BLT AJB BLT 3OVERALL SITE PLAN MULTI-FAMILY DEVELOPMENT FOR PRE/3 LLC. CITY OF PLYMOUTH SHEBOYGAN COUNTY, WISCONSIN NORTH SCALE IN FEET 0' 40' 80' CONCRETE PAVEMENT (8,277 S.F.) ASPHALT PAVEMENT (LIGHT) (104,240 S.F.) ASPHALT PAVEMENT (HEAVY) (4,987 S.F.) LANDSCAPE AREA GREEN SPACE TRAFFIC FLOW ARROW HANDICAPPED PARKING SIGN INDICATES NUMBER OF PARKING STALLS INDICATES NUMBER OF EV STALLS 1 TOTAL PARKING STALLS PROVIDED = 141 STALLS 81 SURFACE STALLS AND 60 COVERED STALLS HANDICAP ACCESSIBLE PARKING STALLS = 6 TOTAL PARKING STALLS REQUIRED = 2 PER UNIT 12 UNITS PER BLD X 5 BLD = 60 UNITS X 2 = 120 STALLS REQUIRED TOTAL AREA = 10.69 ACRES, 465,545 S.F. BUILDING AREA = 1.17 ACRES, 50,961 S.F. (10.9%) SIDEWALK/PARKING LOT AREA = 2.52 ACRES, 109,630 S.F. (23.4%) GREEN SPACE = 7.00 ACRES, 304,954 S.F. (65.7%) R-4 ALL DISTURBED AREAS SHALL BE TOPSOILED TO A DEPTH OF 6 INCHES, SEEDED AND MULCHED. AREA TO BE RAKED FREE OF STONES AND CLUMPS. 59271829216 EV RESERVED PARKING 2 RESERVED PARKING VAN ACCESSIBLE LEGEND NOTE PARKING DATA SITE DATA ZONING PARCEL NO. BUILDING 1 12 UNIT BUILDING 12 COVERED PARKING STALLS10,014 S.F. BUILDING 2 12 UNIT BUILDING 12 COVERED PARKING STALLS10,014 S.F. BUILDING 3 12 UNIT BUILDING 12 COVERED PARKING STALLS 10,014 S.F. BUILDING 512 UNIT BUILDING12 COVERED PARKING STALLS 10,014 S.F. BUILDING 412 UNIT BUILDING12 COVERED PARKING STALLS 10,014 S.F. OFFICE 827 S.F. MAIL ROOM 100 S.F. TRASH ENCLOSURE (SEE DETAIL ON SHEET 13.) TRASH ENCLOSURE (SEE DETAIL ON SHEET 13) 62.2' 62.2' 53.2' 53.2' 50.9' 50.9' 43.4' 45.7' 54.7' 100.3' 109.1' R362.0' R338.0' R44.0' R144.0' R144.0' 46.0' 46.0' 46.0' 46.0' 46.0' 9.0' TYP. 9.0' TYP. 9.0' TYP. 9.0' TYP. 9.0' TYP. 9.0' TYP. 9.0' TYP. 9.0' TYP. 9.0' TYP. 9.0' TYP. 18.0' TYP. 18.0' TYP. 18.0' TYP. 20.0' TYP. 18.0' TYP. 24.0' 24.0' 24.0' 24.0' 24.0' 24.0' 39.6' 5.3' 24.0' 52.9' 24.0' R20.0' WEST SIDE ZOOMED IN EAST SIDE ZOOMED IN 6 74.2' 118.7' 109.5' 73.6' 54.9' 5 10 5 5 5 5 10 10 10 10 1 2 2 2 2 2 STATE HIGHWAY '67' 12 RESERVED PARKING 3 FOR ELECTRIC VEHICLES 3 3 2 10.0' 10.0'9.0' 18.0' 18.0' 18.0' 18.0' 18.0' 24.0' 25.0' 18.0' 4.0'13.0' 24.0' R188.0' R212.0' R120.0' R120.0' R99.0' R75.0' R20.0' Page 25 of 97 886.06 884.29 15"IE:880.90 EV EV PRELIMINARYNot for Construction 04/2026 5915026D 5915026 BLT AJB BLT 4WEST SITE PLAN MULTI-FAMILY DEVELOPMENT FOR PRE/3 LLC. CITY OF PLYMOUTH SHEBOYGAN COUNTY, WISCONSIN NORTH SCALE IN FEET 0' 30' 60' CONCRETE PAVEMENT ASPHALT PAVEMENT (LIGHT) ASPHALT PAVEMENT (HEAVY) LANDSCAPE AREA GREEN SPACE PROPOSED 18" STANDARD CURB AND GUTTER PROPOSED 18" STANDARD SHEDDING CURB AND GUTTER PROPOSED 18" MOUNTABLE CURB AND GUTTER PROPOSED 18" MOUNTABLE SHEDDING CURB AND GUTTER TRAFFIC FLOW ARROW HANDICAPPED PARKING SIGN INDICATES NUMBER OF PARKING STALLS 1 ALL DISTURBED AREAS SHALL BE TOPSOILED TO A DEPTH OF 6 INCHES, SEEDED AND MULCHED. AREA TO BE RAKED FREE OF STONES AND CLUMPS. 12 NOTE: ALL DIMENSIONS ARE TO THE FACE OF CURB, UNLESS NOTED OTHERWISE RESERVED PARKING 2 RESERVED PARKING VAN ACCESSIBLE LEGEND NOTE BUILDING 1 12 UNIT BUILDING 12 COVERED PARKINGSTALLS BUILDING 2 12 UNIT BUILDING 12 COVERED PARKINGSTALLS BUILDING 3 12 UNIT BUILDING 12 COVERED PARKING STALLS TRASH ENCLOSURE 4.0' TYP. 3.5' TYP. 4.0' TYP. 3.5' TYP. 3.5' TYP. 4.0' TYP. R5.0' R5.0' R8.0' R12.0' R3.0' R3.0' R5.0' R15.0' R12.0' R8.0' R12.0' R8.0' R8.0' R12.0' R10.0' R20.0' R8.0' R5.0' R5.0' R8.0' R7.0' R8.0' R12.0' R10.0' R10.0' R5.0' 4.0' TYP. 3.5' TYP. 5.0' 5.0' 24.0' 24.0' 46.0' TYP. 20.0' 18.0' TYP. 9.0' TYP. 9.0' TYP. STATE HIGHWAY '67' 6.0' 4.0' 5.0' R5.0' R5.0' R5.0' R5.0'R5.0'30.0' 24.0' 8" CONCRETE APRON PROVIDE CURB OPENING PER CITY STANDARDS Page 26 of 97 FG 887.0 PRELIMINARYNot for Construction 04/2026 5915026D 5915026 BLT AJB BLT 5EAST SITE PLAN MULTI-FAMILY DEVELOPMENT FOR PRE/3 LLC. CITY OF PLYMOUTH SHEBOYGAN COUNTY, WISCONSIN NORTH SCALE IN FEET 0' 30' 60' CONCRETE PAVEMENT ASPHALT PAVEMENT (LIGHT) ASPHALT PAVEMENT (HEAVY) LANDSCAPE AREA GREEN SPACE PROPOSED 18" STANDARD CURB AND GUTTER PROPOSED 18" STANDARD SHEDDING CURB AND GUTTER PROPOSED 18" MOUNTABLE CURB AND GUTTER PROPOSED 18" MOUNTABLE SHEDDING CURB AND GUTTER TRAFFIC FLOW ARROW HANDICAPPED PARKING SIGN INDICATES NUMBER OF PARKING STALLS 1 12 NOTE: ALL DIMENSIONS ARE TO THE FACE OF CURB, UNLESS NOTED OTHERWISE RESERVED PARKING 2 RESERVED PARKING VAN ACCESSIBLE LEGEND BUILDING 3 12 UNIT BUILDING 12 COVERED PARKING STALLS BUILDING 512 UNIT BUILDING 12 COVERED PARKING STALLS BUILDING 4 12 UNIT BUILDING 12 COVERED PARKING STALLS TRASH ENCLOSURE 5.0' 5.0' 5.0' R20.0' R15.0' R8.0' R15.0' R12.0' R8.0' R12.0' R8.0' R5.0' R5.0' R5.0' R5.0' R12.0' R8.0' R8.0' R20.0' R44.0' R10.0' R144.0' 3.5' TYP. 4.0' TYP. 3.5' TYP. 4.0' TYP. 4.0' TYP. 3.5' TYP. 4.0' TYP.3.5' TYP. 46.0' TYP. 18.0' TYP. 9.0' TYP. 24.0' R5.0' R288.0' R12.0' R5.0'R5.0' R5.0' R75.0' R99.0' R120.0' R144.0' 24.0' 30.0' 8" CONCRETE APRON PROVIDE CURB OPENING PER CITY STANDARDS Page 27 of 97 886.06 884.29 15"IE:880.90 SAN. MH 03 RIM:882.07 D=8.26' INV:874.12 (8" E) SAN. MH 02 RIM:882.04 D=9.47' INV:872.88 (8" NW) INV:872.88 (8" W) INV:872.88 (8" E) 162'-8" SAN. SEWER @ 0.60% 206'-8" SAN. SEWER @ 0.60% CO CO CO CO EV EV PRELIMINARYNot for Construction 04/2026 5915026D 5915026 BLT AJB BLT 6WEST UTILITY PLAN MULTI-FAMILY DEVELOPMENT FOR PRE/3 LLC. CITY OF PLYMOUTH SHEBOYGAN COUNTY, WISCONSIN NORTH SCALE IN FEET 0' 30' 60' BUILDING 1 12 UNIT BUILDING BUILDING 2 12 UNIT BUILDING BUILDING 3 12 UNIT BUILDING EXISTING WATERMAIN (SIZE NOTED) EXISTING STORM SEWER (SIZE NOTED) PROPOSED STORM SEWER PROPOSED WATERMAIN EXISTING SANITARY SEWER (SIZE NOTED) PROPOSED SANITARY SEWER EXISTING PROPOSED FIRE HYDRANT WATER VALVE CURB STOP WATER MANHOLE REDUCER/INCREASER SANITARY MANHOLE LIFT STATION TRACER WIRE SIGNAL CONNECTION BOX CLEANOUT STORM MANHOLE STORM INLET (NOT IN CURB AND GUTTER) STORM INLET (IN CURB AND GUTTER) STORM INLET MANHOLE YARD DRAIN STANDPIPE ROOF DOWNSPOUT DISCHARGE STRUCTURE CO DS 1. A MINIMUM OF 6.5 FEET OF COVER SHALL BE MAINTAINED OVER ALL WATERMAIN. 2. SANITARY SEWER, WATERMAIN AND STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN AND ADMINISTRATIVE CODE CHAPTERS SPS 381-387. 3. FIELD VERIFY LOCATION OF EXISTING UTILITIES. IF EXISTING LOCATIONS DIFFER FROM WHAT IS INDICATED ON THE PLANS, CONTACT ENGINEER, PRIOR TO CONTINUED WORK. 4. ALL SANITARY SEWER, STORM SEWER AND WATER SERVICES / MAINS SHALL BE PROVIDED WITH TRACER WIRE OR OTHER METHOD TO BE LOCATED. 5. EXISTING GAS, ELECTRIC, CABLE TELEVISION AND TELEPHONE TO BE REMOVED AND/OR RELOCATED BY OTHERS. WORK SHALL BE COORDINATED BY GENERAL CONTRACTOR. LEGEND NOTE PLUMBING DATA PER UNIT DRAINAGE FIXTURE UNITS = 29 WATER FIXTURE UNITS = 23 PLUMBING DATA PER BUILDING DRAINAGE FIXTURE UNITS = 348 WATER FIXTURE UNITS = 276 PLUMBING DATA PER OFFICE DRAINAGE FIXTURE UNITS = 18 WATER FIXTURE UNITS = 4 29' - 4" WATER LATERAL 4" VALVE 2' OUTSIDE OF BUILDING CLEANOUT REQ'D. WITHIN 5' OF BUILDING FACE (TYP.) 75' - 4" WATER LATERAL 4" VALVE 2' OUTSIDE OF BUILDING 17' - 1" WATER LATERAL CURB STOP 2' OUTSIDE OF BUILDING STATE HIGHWAY '67' 74' - 6" SAN. LATERAL @ 1.04% MIN. 90' - 4" SAN. LATERAL @ 1.04% MIN. 30' - 6" SAN. LATERAL @ 1.04% MIN. OFFICE 8" X '6" TEE, 6" VALVE, 40'-6" HYDRANT LEAD AND HYDRANT. HYD. FLANGE EL. 883.63 BEND AS NEEDED BEND AS NEEDED CONNECT TO EX. 8" WATERMAIN STUB. FIELD VERIFY EXACT LOCATION AND DEPTH. INV: 871.91 (8" SE) CONNECT TO SAN. MH. 1,063' - 8" WATERMAIN Page 28 of 97 FG 887.0 SAN. MH 04 RIM:882.44 D=7.58' INV:875.17 (8" W) 382'-8" SAN. SEWER @ 0.60% CO CO CO PRELIMINARYNot for Construction 04/2026 5915026D 5915026 BLT AJB BLT 7EAST UTILITY PLAN MULTI-FAMILY DEVELOPMENT FOR PRE/3 LLC. CITY OF PLYMOUTH SHEBOYGAN COUNTY, WISCONSIN NORTH SCALE IN FEET 0' 60' 120' BUILDING 3 12 UNIT BUILDING 512 UNIT BUILDING BUILDING 412 UNIT BUILDING EXISTING WATERMAIN (SIZE NOTED) EXISTING STORM SEWER (SIZE NOTED) PROPOSED STORM SEWER PROPOSED WATERMAIN EXISTING SANITARY SEWER (SIZE NOTED) PROPOSED SANITARY SEWER EXISTING PROPOSED FIRE HYDRANT WATER VALVE CURB STOP WATER MANHOLE REDUCER/INCREASER SANITARY MANHOLE LIFT STATION TRACER WIRE SIGNAL CONNECTION BOX CLEANOUT STORM MANHOLE STORM INLET (NOT IN CURB AND GUTTER) STORM INLET (IN CURB AND GUTTER) STORM INLET MANHOLE YARD DRAIN STANDPIPE ROOF DOWNSPOUT DISCHARGE STRUCTURE CO DS 1. A MINIMUM OF 6.5 FEET OF COVER SHALL BE MAINTAINED OVER ALL WATERMAIN. 2. SANITARY SEWER, WATERMAIN AND STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN AND ADMINISTRATIVE CODE CHAPTERS SPS 381-387. 3. FIELD VERIFY LOCATION OF EXISTING UTILITIES. IF EXISTING LOCATIONS DIFFER FROM WHAT IS INDICATED ON THE PLANS, CONTACT ENGINEER, PRIOR TO CONTINUED WORK. 4. ALL SANITARY SEWER, STORM SEWER AND WATER SERVICES / MAINS SHALL BE PROVIDED WITH TRACER WIRE OR OTHER METHOD TO BE LOCATED. 5. EXISTING GAS, ELECTRIC, CABLE TELEVISION AND TELEPHONE TO BE REMOVED AND/OR RELOCATED BY OTHERS. WORK SHALL BE COORDINATED BY GENERAL CONTRACTOR. LEGEND NOTE PLUMBING DATA PER UNIT DRAINAGE FIXTURE UNITS = 29 WATER FIXTURE UNITS = 23 PLUMBING DATA PER BUILDING DRAINAGE FIXTURE UNITS = 348 WATER FIXTURE UNITS = 276 29' - 4" WATER LATERAL 4" VALVE 2' OUTSIDE OF BUILDING 58' - 6" SAN. LATERAL @ 1.04% MIN. 1,063' - 8" WATERMAIN 8" X 6" REDUCER, 6" VALVE, 5'-6" HYDRANT LEAD AND HYDRANT. HYD. FLANGE EL. 882.55 CLEANOUT REQ'D. WITHIN 5' OF BUILDING FACE (TYP.) 50' - 6" SAN. LATERAL @ 1.04% MIN. 65' - 6" SAN. LATERAL @ 1.04% MIN. 70' - 4" WATER LATERAL 4" VALVE 2' OUTSIDE OF BUILDING 76' - 4" WATER LATERAL 4" VALVE 2' OUTSIDE OF BUILDING 8" X '6" TEE, 6" VALVE, 8'-6" HYDRANT LEAD AND HYDRANT. HYD. FLANGE EL. 821.65 Page 29 of 97 886.06 884.29 15"IE:880.90 CO CO CO CO EV EV 883 884 882 883 884 884 883 883 883 883 883 883 883 883 884 884 883 883 883 883 883 883 883 884 882882 883 883 882883 882 883 884 882 883 884 882 883 882 883 883883883 883 883 884 E/P 884.67 E/P 884.47 E/P 884.68 E/P 883.92 E/P 883.99 E/P 883.28 E/P 883.04 E/P 883.75 E/P 882.38 E/P 882.48 E/P 882.63 E/P 882.23 E/P 882.81 E/P 882.01 E/P 882.65 E/P 881.99 E/P 882.01 E/P 882.03 E/P 883.02 E/P 883.02 E/P 883.32 E/P 883.30 E/P 883.09 E/P 883.09 E/P 883.30 E/P 883.35 E/P 883.92 E/P 883.92 E/P 883.52 E/P 883.28 E/P 883.00 E/P 883.10 E/P 883.44 E/P 883.81 E/P 883.70 E/P 883.55 E/P 883.57 E/P 883.92 E/P 883.28 E/P 883.17 E/P 883.46 E/P 883.86 E/P 883.50 E/P 883.33 E/P 882.83 E/P 883.14 E/P 883.85 E/P 883.85 E/P 882.47 E/P 882.24 E/P 882.01 E/P 883.92 E/P 882.54 E/P 882.87 E/P 883.08 E/P 882.88 E/P 883.08 E/P 882.94 E/P 882.94 E/P 882.50 E/P 882.52 E/P 883.92 E/P 883.45 E/P 883.01 E/P 883.33 E/P 883.59 E/P 882.85 E/P 883.04 E/P 883.85 E/P 882.41 E/P 882.16 E/P 882.16 E/P 882.41 E/P 882.47 E/P 883.85 E/P 881.79 E/P 882.11 E/P 882.32 E/P 882.18 E/P 883.83 E/P 882.54 E/P 883.92 S/W 884.06 S/W 884.06 S/W 884.15 S/W 884.15 S/W 884.15 S/W 883.74 S/W 884.06 S/W 884.15 S/W 884.06 S/W 884.15 S/W 884.15 S/W 884.06 S/W 884.03 S/W 884.14 S/W 884.14 S/W 884.03 S/W 884.03 S/W 884.14 S/W 884.14 S/W 883.73 882.88 882.60 882.59 882.88 S/W 883.57 S/W 883.75 S/W 883.67 S/W 883.57 RIM 883.41 RIM 882.56 HP 883.20 HP 883.25 882.39 882.41 HP 883.30 881.09 HP 883.50 882.25 882.47 882.33 PRELIMINARYNot for Construction 04/2026 5915026D 5915026 BLT AJB BLT 8WEST GRADING PLAN MULTI-FAMILY DEVELOPMENT FOR PRE/3 LLC. CITY OF PLYMOUTH SHEBOYGAN COUNTY, WISCONSIN NORTH SCALE IN FEET 0' 30' 60' BUILDING 1 12 UNIT BUILDING 12 COVERED PARKING STALLSF.F. EL. - 884.31 GARAGE OPENING- 884.00 BUILDING 2 12 UNIT BUILDING 12 COVERED PARKING STALLSF.F. EL. - 884.31 GARAGE OPENING- 884.00 BUILDING 3 12 UNIT BUILDING 12 COVERED PARKING STALLS F.F. EL. - 884.31 GARAGE OPENING- 884.00 TOP OF CURB ELEVATION FLOW LINE ELEVATION TOP OF SIDEWALK ELEVATION EDGE OF PAVEMENT ELEVATION TOP OF RETAINING WALL ELEVATION GROUND ELEVATION DRAINAGE SWALE DRAINAGE DIVIDE FLOW ARROW T/C 999.99 F/L 888.88 S/W 666.66 E/P 555.55 R/W 444.44 333.33 LEGEND STATE HIGHWAY '67' Page 30 of 97 FG 887.0 CO CO CO 882 882 882 882 883 883 883 884 885 886 887 882 883 884 882 883 884 883 883 883 883 883 883 883 883 883 883 884 883 884 882 883 884 882 883 884 882 882 E/P 881.76 E/P 881.99 E/P 882.12 E/P 882.18 E/P 883.83 E/P 883.92 E/P 882.77 E/P 883.94 E/P 883.68 E/P 883.45 E/P 883.69 E/P 883.92 E/P 882.15 E/P 882.26 E/P 882.26 E/P 882.43 E/P 882.47 E/P 883.85 E/P 883.85 E/P 882.76 E/P 882.48 E/P 883.08 E/P 883.38 E/P 883.73 E/P 883.83 E/P 883.66 E/P 883.92 E/P 883.72 E/P 883.54 E/P 883.61 E/P 883.78 E/P 883.78 E/P 883.54 E/P 883.29 E/P 883.10 E/P 883.25 E/P 883.85 E/P 883.23 E/P 883.56 E/P 883.92 E/P 883.05 E/P 882.52 E/P 883.11 E/P 883.38 E/P 883.12 E/P 882.67 E/P 882.75 E/P 882.54 E/P 883.92 E/P 883.92 E/P 883.40 E/P 883.65 E/P 882.75 E/P 882.23 E/P 882.12 E/P 882.97 E/P 883.20 E/P 882.89 E/P 882.66 E/P 882.69 E/P 882.06 E/P 882.47 E/P 883.85 E/P 883.15 E/P 881.55 E/P 881.62 E/P 882.94 E/P 882.93 E/P 884.89 E/P 885.41 E/P 886.27 E/P 886.37 E/P 887.17 E/P 886.92 S/W 884.15 S/W 884.06 S/W 884.06 S/W 884.15 S/W 884.06 S/W 884.15 S/W 883.84 S/W 884.15 S/W 884.06 S/W 884.15 S/W 884.15 S/W 884.06 S/W 884.03 S/W 884.14 S/W 884.14 S/W 883.73 S/W 884.03 S/W 884.14 S/W 884.03 S/W 884.14 882.73 882.72 882.73 882.73 HP 882.95 HP 883.27 882.32 882.29 882.15 881.06 RIM 883.58 PRELIMINARYNot for Construction 04/2026 5915026D 5915026 BLT AJB BLT 9EAST GRADING PLAN MULTI-FAMILY DEVELOPMENT FOR PRE/3 LLC. CITY OF PLYMOUTH SHEBOYGAN COUNTY, WISCONSIN NORTH SCALE IN FEET 0' 60' 120' BUILDING 512 UNIT BUILDING12 COVERED PARKING STALLS F.F. EL. - 884.31GARAGE OPENING- 884.00 BUILDING 412 UNIT BUILDING12 COVERED PARKING STALLS F.F. EL. - 884.31GARAGE OPENING- 884.00 TOP OF CURB ELEVATION FLOW LINE ELEVATION TOP OF SIDEWALK ELEVATION EDGE OF PAVEMENT ELEVATION TOP OF RETAINING WALL ELEVATION GROUND ELEVATION DRAINAGE SWALE DRAINAGE DIVIDE FLOW ARROW T/C 999.99 F/L 888.88 S/W 666.66 E/P 555.55 R/W 444.44 333.33 LEGEND BUILDING 3 12 UNIT BUILDING 12 COVERED PARKING STALLS F.F. EL. - 884.31 GARAGE OPENING- 884.00 Page 31 of 97 43 42 12 11 39 40 41 37 38 13 36 30 27 28 29 26 FG 887.0 886.06 884.29 884.72 885.09 15"IE:880.90 CO CO CO CO CO CO EV EV 882 882 882 882 883 883 883 884 885 886 887 882 883 884 882 883 884 883 883 883 883 883 883 883 883 883 883 884 883 884 882 883 884 882 883 884 882 882 884 883 883 883 883 883 883 883 883 884 884 883 883 883 883 883 883 883 884 882882 883 883 882883 882 883 884 882 883 884 882 883 882 883 883883883 883 883 884 PRELIMINARYNot for Construction 04/2026 5915026D 5915026 BLT AJB BLT 10OVERALL EROSION CONTROL PLAN MULTI-FAMILY DEVELOPMENT FOR PRE/3 LLC. CITY OF PLYMOUTH SHEBOYGAN COUNTY, WISCONSIN TOP OF CURB ELEVATION FLOW LINE ELEVATION TOP OF SIDEWALK ELEVATION EDGE OF PAVEMENT ELEVATION TOP OF RETAINING WALL ELEVATION GROUND ELEVATION DRAINAGE SWALE DRAINAGE DIVIDE FLOW ARROW SILT FENCE (PER WDNR TECHNICAL STANDARD 1056) DITCH CHECK (PER WDNR TECHNICAL STANDARD 1062) CULVERT PIPE CHECK TRACKING PAD (PER WDNR TECHNICAL STANDARD 1057) EROSION MAT (PER WDNR TECHNICAL STANDARD 1053) INLET PROTECTION (PER WDNR TECHNICAL STANDARD 1060) T/C 999.99 F/L 888.88 S/W 666.66 E/P 555.55 R/W 444.44 333.33 LEGEND ALL EROSION CONTROL PRACTICES INDICATED ON THIS PLAN ARE APPROXIMATE LOCATIONS ONLY. THE ACTUAL SITE MAY REQUIRE MORE OR LESS EROSION CONTROL DEPENDING ON THE CURRENT CONDITION OF THE SITE. 1. SILT FENCE IS REQUIRED DOWNSLOPE OF ANY DISTURBED LAND THAT MAY CARRY SEDIMENTS OFF SITE. 2. A TRACKING PAD IS REQUIRED AT ANY INGRESS/EGRESS LOCATION, WHERE SEDIMENT MAY BE TRACKED OFF-SITE. 3. PROPER INLET PROTECTION SHALL BE USED DEPENDING ON THE INLET TYPE. 4. ALL NECESSARY SITE DEWATERING SHALL BE PERFORMED IN ACCORDANCE WITH WDNR TECHNICAL STANDARD 1061. TRACKING PAD (TYP.) REQUIRED AT ALL CONSTRUCTION INGRESS / EGRESS ACCESS POINTS. FULL WIDTH OF ACCESS. DITCH CHECK REQ'D. (TYP.) SILT FENCE REQ'D. (TYP.) EROSION CONTROL NORTH SCALE IN FEET 0' 40' 80' BUILDING 1 12 UNIT BUILDING 12 COVERED PARKING STALLS10,014 S.F. BUILDING 2 12 UNIT BUILDING 12 COVERED PARKING STALLS10,014 S.F. BUILDING 3 12 UNIT BUILDING 12 COVERED PARKING STALLS 10,014 S.F. BUILDING 512 UNIT BUILDING12 COVERED PARKING STALLS 10,014 S.F. BUILDING 412 UNIT BUILDING12 COVERED PARKING STALLS 10,014 S.F. STATE HIGHWAY '67' TRACKING PAD (TYP.) REQUIRED AT ALL CONSTRUCTION INGRESS / EGRESS ACCESS POINTS. FULL WIDTH OF ACCESS. Page 32 of 97 NOTE: FOR PVC PIPE PROVIDE AN APPROVED FLEXIBLE JOINT. MANHOLE BASE PLAN 8" - 60" (INCLUSIVE) SEE NOTE TOP HALF OF PIPE TO BE SAWCUT AND REMOVED TO CONTOUR OF INSIDE OF MANHOLE. BROKEN EDGES TO BE PLASTERED SMOOTH WITH MORTAR. (TYP.) SHELF MANHOLE STATION INVERT AND COORDINATE WORK POINT TROWELED SMOOTH CURVED TO FIT STUB FOR FUTURE CONNECTION PROVIDE CAP FLOW FLOW DIRECTION 22 1/2° MIN. 45° MAX. WYE OR TEE MAIN SEWER WYE OR TEE 1/8 BEND 12" MAX. PLAN SECTION 18" 4" DIA. UNLESS OTHERWISE NOTED PROPERTY LINE GROUND AND/OR STREET SURFACE SEE SPECS INVERT TO BE NO LOWER THAN CROWN OF SEWER PROPERTY LINE STANDARD SERVICE LATERAL NOTES: 1. SADDLE CONNECTIONS NOT PERMITTED. 2. BACKFILL TO CONFORM TO MAIN SEWER. 3. MINIMUM SLOPE: 1/8 INCH PER FOOT. 4. MAXIMUM SLOPE: 1/2 INCH PER FOOT. PAY LIMITS PAY LIMITS 1/8 BEND BEDDING AS SPECIFIED PLUG PLUG 2" X 4" WOOD STAKE (FULL DEPTH OR 12') 3'-0" SANITARY AND STORM STANDARD MANHOLE 8"-24" (INCLUSIVE) 8" PRECAST CONCRETE BASE FLEXIBLE PIPE TO MANHOLE CONNECTOR REQUIRED (NOT REQUIRED FOR CONCRETE PIPE) TONGUE AND GROOVE JOINT REQUIRED CONTINUOUS 1-1/4" X 1-1/4" JOINT SEAL OR EQUAL AT EACH JOINT ECCENTRIC REDUCING CONE (VERTICAL WALL OF ECCENTRIC CONE SHALL BE ON DOWNSTREAM SIDE OF MANHOLE. THIS DETAIL SHOWN ROTATED 90° FOR CLARITY.) CONCRETE ADJUSTING RINGS AS REQUIRED. (4" MIN. AND 12" MAX. UNLESS OTHERWISE NOTED. ALL ADJUSTING RINGS LESS THAN 4" SHALL BE RUBBER.) CASTING REQUIREMENTS: SANITARY MANHOLES: NEENAH 1500 FRAME AND NON ROCKING LID WITH CONCEALED PICK HOLES AND SELF-SEAL NEOPRENE "T" GASKET. STORM MANHOLES: NEENAH R 1500 FRAME AND NON ROCKING LID WITH OPEN PICK HOLES.TWO CONTINUOUS STRIPS OF 1/2" JOINT SEAL OR EQUAL BETWEEN ADJUSTING RINGS AND CASTING. COAT OUTSIDE OF ADJUSTING RINGS ONLY WITH SEWER JOINT COMPOUND AND WRAP WITH MN. 6 MIL POLYETHYLENE. PVC COATED CAST IRON M.H. STEPS 16" O.C. 4'-0" DIA. 5'-8" MIN. 2'-0" DIA. MIN PRECAST CONCRETE MANHOLE SECTIONS 45° BEND NOTE: CLEANOUT LINE TO BE THE SAME SIZE AND MATERIAL AS SEWER MAIN 45° BEND CLEAN-OUT DETAIL (NON-TRAVELED AREAS) NOTE: ADJUST TO GRADE BY SLIDING VERTICALLY UP OR DOWN OVER SERVICE. GRADE PVC PIPE SEWER SERVICE CLEANOUT PLUG SPEC'D BEDDING WYE REQUIRED WHERE SHOWN ON PLANS OR REQUIRED BY CODE FILL ANNULAR SPACE WITH SOIL CLASS A-7 PROVIDE SCH. 40 FROST SLEEVE PER DHS 382.35 6" PVC SCH 40 SLIP ON CAP 36" 24" MIN. 04/2026 5915026DET 5915026 ---- ---- ---- 11MISCELLANEOUS DETAILS MULTI-FAMILY DEVELOPMENT FOR PRE/3 LLC. CITY OF PLYMOUTH SHEBOYGAN COUNTY, WISCONSIN Page 33 of 97 PROPERTY LINE OR EASEMENT LINE 1'-0" MIN. NOTE: SURFACE RESTORATION REQUIREMENTS PER THE SPECIFICATIONS. W(MAX.)=12"+OD/2 W(MIN.)=6"+OD/2 INITIAL 3" OF SOIL CLASS A-6 IN WET OR UNSTABLE TRENCH, AS DIRECTED BY THE ENGINEER, WITHOUT EXTRA COST TO OWNER. COMPACTED BEDDING AND COVER SOIL CLASS A-7 SIDE SLOPE TO BE DETERMINED BY SOIL CONDITIONS 4" UNDER BARREL: (6" FOR BEDROCK EXCAVATION) 6" MIN. 6" MIN. WW PIPE OD COMPACTED BACKFILL AS SPECIFIED HDPE /PVC SEWER, WATERMAIN AND FORCEMAIN BEDDING AND TRENCH DETAIL SOIL CLASS G-1 OR C-3 / C-6 IF REQUIRED PER SPECIFICATIONS 12" DIRECT TAP CONNECTION FOR DUCTILE IRON PIPE SADDLE AS SPECIFIED FOR PVC PIPE VARIABLE NO JOINTS ALLOWED WITHOUT PERMISSION OF THE ENGINEER 10" MIN. TYPICAL ALL BENDS TAP SERVICE PIPING 6" 1-1/2"1-1/2" 2" 2" WATERMAIN 1" PIPE SERVICE 1" STOP CORP. WATERTIGHT CONNECTION AS SPECIFIED 3" MIN. TAIL PIECE WOOD BLOCKING OR SOLID CMU FOR A 2" SERVICE TAP ON 6" D.I. WATERMAIN, A SADDLE IS REQUIRED. 3"1-1/2" (POLYETHYLENE) 2" 3" SERVICE PIPING POLYETHYLENE PIPE SDR-9 SERVICE 1" STOP CURB BOX 2-1/2" CURB STOP COUPLING W/ S.S. INSERTS SERVICE BOX POLYETHYLENE WRAP 22" MIN. GRADE (TYP.) 45° MIN. APPROVED CAP VARIABLE TAPPING SADDLE REQUIRED ALL COMPOUND JOINTS TO HAVE INSERTS INSTALLED S.S. STATIONARY ROD W/S.S. PIN PER SPEC'S PROPERTY LINE EXTEND WATER SERVICE TO EASEMENT LINE WHEN NOTED IN SPECIAL REQUIREMENTS TRACER WIRE MIN. 3 WRAPS OF TRACER WIRE AT TOP OF CURB BOX CORPORATION STOP-COUPLING W/S.S. INSERTS W SS THRUST BLOCK HYDRANT SS MANHOLE W W SS W SS SS W SS W SS SS W W W SS TWO FULL PIPE LENGTHS MINIMUM FOR DEAD END (TYP.) ONE FULL PIPE LENGTH MINIMUM FOR BENDS, TEES, AND CROSSES (TYP.) WATERMAIN WITH RESTRAINED JOINT SANITARY SEWER OR FORCEMAIN TYPICAL WATERMAIN RESTRAINT REQUIREMENTS FOR COMMON TRENCH CONSTRUCTION TYPICAL THRUST BLOCK ENCASE ENTIRE D.I. FITTING IN POLYETHYLENE AS SPECIFIED NOTE: USE SIMILAR LAYOUT FOR TEES AND DEADENDS. DO NOT ENCASE FITTINGS OR JOINTS. CAST AGAINST UNDISTURBED NATIVE MATERIAL OR COMPACTED BACKFILL FOR AREA REQUIREDSEE TABLE BELOW DEGREE OF BEND 5° TO 22.5° 23° TO 45° 46° TO 90° TEE OR DEAD END 4" PIPE 1.0 1.0 2.0 2.0 6" PIPE 1.0 2.0 4.0 3.0 8" PIPE 2.0 4.0 7.0 5.0 10" PIPE 3.0 6.0 11.0 8.0 12" PIPE 4.0 8.0 15.0 10.0 THRUST BLOCK AREA REQUIREMENTS, S.F. HYDRANT VARIABLE R/W FLANGE ELEVATION THRUST RESTRAINTS AS SPECIFIED GATE VALVE THRUST RESTRAINTS AS SPECIFIED WOOD BLOCKING AS SPECIFIED VALVE BOX WOOD BLOCKING AS SPECIFIED WOOD BLOCKING AS SPECIFIED THRUST RESTRAINTS AS SPECIFIED THRUST RESTRAINTS AS SPECIFIED MAIN TRENCH COMPACTED BEDDING & COVER SOIL CLASS A-7 DRAIN 1/2 CU. YD. CRUSHED STONE ENCASE ENTIRE HYDRANT BARREL IN POLYETHYLENE AS SPECIFIED. VALVE BOX HANGER AS SPECIFIED STANDARD HYDRANT SETTING CURB SECTION TRACER WIRE AS SPECIFIED 18" TYP. 5' OF 1" SCH. 80 PVC CONDUIT PIPE LEAVE 6" LENGTH OF EACH CONDUCTOR LOOPED IN CONDUIT 3/8" HYDRA FINDER FLAGS OR EQUAL ENCASE METAL FITTINGS, VALVES, VALVE BOX IN POLYETHYLENE AS SPECIFIED 2" FROM PROPOSED GROUND ELEVATION VALVE BOX SETTING 6" VALVE BOX HANGER AS SPECIFIED TRENCH WIDTH VALVE BOX TOP BACKFILL MATERIAL BEDDING ENCASE VALVE AND VALVE BOX IN POLYETHYLENE 2" X 6" X 18" WOOD BLOCKING OR 4" X 8" X 16" SOLID CMU FRONT VIEW GRADE SIDE VIEW COMPACTED BEDDING AND COVER SOIL CLASS A7 GROUND ELEVATION DETAIL FOR WATERMAIN OFFSET PROPOSED WATERMAIN EXISTING WATERMAIN PROPOSED PIPELINE 2" 2" 18" PIPELINE O.D. JOINT RESTRAINT REQ'D. (TYP.) 04/2026 5915026DET 5915026 ---- ---- ---- 12MISCELLANEOUS DETAILS MULTI-FAMILY DEVELOPMENT FOR PRE/3 LLC. CITY OF PLYMOUTH SHEBOYGAN COUNTY, WISCONSIN Page 34 of 97 04/2026 5915026DET 5915026 ---- ---- ---- 13MISCELLANEOUS DETAILS MULTI-FAMILY DEVELOPMENT FOR PRE/3 LLC. CITY OF PLYMOUTH SHEBOYGAN COUNTY, WISCONSIN CONCRETE PAVEMENT 8" OF GRADATION NO. 3 OR NO. 4 COMPACTED SUBGRADE LIGHT DUTY ASPHALT PAVEMENT 1 1/4" ASPHALTIC CONCRETE SURFACE 1 3/4" ASPHALTIC CONCRETE BINDER 12" OF GRADATION NO. 3 OR NO. 4 COMPACTED SUBGRADE 8" CONCRETE, AS DIRECTED BY GENERAL CONTRACTOR HEAVY DUTY ASPHALT PAVEMENT 1-1/2" ASPHALTIC CONCRETE SURFACE 2-1/2" ASPHALTIC CONCRETE BINDER 12" OF GRADATION NO. 3 OR NO. 4 COMPACTED SUBGRADE CONCRETE SIDEWALK TOP OF CURB FLOW LINE 3' CURB TAPER DETAIL CURB TIE-IN DETAIL EXISTING CURB PROPOSED CURB BACK OF CURB NOTE: PROVIDE CONTRACTION JOINTS AT MAXIMUM 20' SPACING BY SAW CUTTING OR INSERTION OF DIVIDER PLATES 1" EXPANSION JOINT FILLER PLACED AT MAXIMUM 300' SPACING AND AT ALL ENDS OF RADII 18" LONG, 1/2" DIAMETER REINFORCING RODS 10" DRILL 5/8" HOLE MIN. 10" INTO EXISTING CURB (PROPOSED TO EXISTING) REBAR SLEEVES 1" MINIMUM VOID SPACE AT END OF SLEEVE FOR THERMAL EXPANSION SIDEWALK DETAIL 1/8" MIN. 3/16" 1" MIN. R=1/8" CONTRACTION JOINT EXPANSION JOINT 1/4"/L.F. TYPICAL SECTION WALK WIDTH 4' 6' 8' 10' 5' CONTRACTION JOINT SPACING TRANSVERSE 4' 6' 4' 5' 5' LONGITUDINAL NOT REQ'D NOT REQ'D. 4' 5' NOT REQ'D. 100' MAX. 100' MAX. 100' MAX. 100' MAX. 100' MAX. EXPANSION JOINT SPACING 1/2" 1/4" SIDEWALK DEPTH R=1/8" (TYP.) PREFORMED NON-EXTRUDING JOINT FILLER 4" R/W SIDEWALK WIDTH PER PLANS1' 6" TERRACE WIDTH VARIES URBAN OR RURAL SECTION ROADWAY PER L.F. 1/4"-1/2" TOOLED 12' 6' 6' 100' MAX. 4" COMPACTED CRUSHED AGGREGATE BASE COURSE MATERIAL, GRADATION NO.3COMPACTED SUBGRADE NOTE: REFER TO SPECIFICATIONS FOR REINFORCEMENTS. TRASH ENCLOSURE SIDE VIEW BACK VIEW 7" THICK CONC. SLAB APRON IN FRONT OF DUMPSTER WITH #4 REBAR @ 24" O.C. PLAN VIEW PRESSURE TREATED 2" X 6" ANGLE BRACE OVER 2" X 6" TOP AND BOTTOM RAILS PRESSURE TREATED 4" X 4" POST - 6" TALL WITH P.T. 2" X 6" CAP BOARD AT TOP OF POST AND P.T. 2" X 6" RAILS AND 2" X 6" ANGLED BRACES SIDE AND BACK BETWEEN. POST ANCHORED TO CONCRETE WITH SIMPSON E-Z BASE FPBB44 WITH 4 1/2" DIA. X 5" ANCHOR BOLTS AND 8-1/4" GALV. LAG BOLTS TO POST 6" HIGH CEDAR 1X6 BOARD WITH DOG-EARED CORNERS DUMPSTER FENCE CONTROL JOINTS 7" THICK CONC. SLAB AT DUMPSTER PAD WITH #4 REBAR @ 24" O.C. 25'-0" 21'-0" 9'-0" 31 2" 5'-51 4" 31 2" 5'-51 4" 31 2" 3" 21 4" 31 2" 5'-91 2" 31 2" 5'-91 2" 31 2" 5'-91 2" 31 2" 5'-91 2" 31 2" 21 4" PRESSURE TREATED 4" X 4" POST - 6" TALL WITH P.T. 2" X 6" CAP BOARD AT TOP OF POST AND P.T. 2" X 6" RAILS AND 2" X 6" ANGLED BRACES SIDE AND BACK BETWEEN. POST ANCHORED TO CONCRETE WITH SIMPSON E-Z BASE FPBB44 WITH 4 1/2" DIA. X 5" ANCHOR BOLTS AND 8-1/4" GALV. LAG BOLTS TO POST 7" CONCRETE 7" CONCRETE Page 35 of 97 INLET PROTECTION NOTES: INLET PROTECTION DEVICES SHALL BE IN ACCORDANCE WITH WDNR TECHNICAL STANDARD 1060, STORM DRAIN INLET PROTECTION FOR CONSTRUCTION SITES. MANUFACTURED ALTERNATIVES APPROVED AND LISTED ON THE WDOT PRODUCT ACCEPTABILITY LIST MAY BE SUBSTITUTED. WHEN REMOVING OR MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT THE SEDIMENT TRAPPED ON THE GEOTEXTILE FABRIC DOES NOT FALL INTO THE INLET. ANY MATERIAL FALLING INTO THE INLET SHALL BE REMOVED IMMEDIATELY. INLET GRATE GEOTEXTILE FABRIC TYPE FF DIRECTION OF RUNOFF WATER FLOW 2" X 4" STAKE AND CROSS BRACING INLET PROTECTION, TYPE A 2'-0" 2'-0" 4'-0" INLET PROTECTION, TYPE B (WITHOUT CURB BOX) (CAN BE INSTALLED IN ANY INLET WITHOUT A CURB BOX) INLET PROTECTION, TYPE C (WITH CURB BOX) INLET PROTECTION, TYPE D 8"4"12" 12" MIN. (CAN BE INSTALLED IN INLETS WITH OR WITHOUT CURB BOXES) INSTALLATION NOTES: TYPE "B" AND "C" TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3" OF THE GRATE. DEMONSTRATE A METHOD OF MAINTENANCE, USING A SEWN FLAP, HAND HOLDS OR OTHER METHOD TO PREVENT ACCUMULATED SEDIMENT FROM ENTERING THE INLET. TYPE "D" DO NOT INSTALL INLET PROTECTION TYPE D IN INLETS SHALLOWER THAN 30" MEASURED FROM THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE. TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3" OF THE GRATE. THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE, BETWEEN THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES, OF 3". WHERE NECESSARY, CINCH THE BAG, USING PLASTIC ZIP TIES, TO ACHIEVE THE 3" CLEARANCE, THE TIES SHALL BE PLACED AT THE MAXIMUM OF 4" FROM THE BOTTOM OF THE BAG. FLAP POCKET SEE NOTE 5 WOOD 2" X 4" EXTENDS 8" BEYOND GRATE WIDTH ON BOTH SIDES, LENGTH VARIES. SECURE TO GRATE WITH PLASTIC TIES. TYPE FF GEOTEXTILE FABRIC (ATTACHED TO 2" X 4" STAKES AND CROSS BRACING) 2" X 4" STAKE AND CROSS BRACING INLET WITH OR WITHOUT GRATE BURIED FABRIC MIN. 6" DEPTH TYPE FF GEOTEXTILE FABRIC (EXTEND FABRIC A MINIMUM OF 10" AROUND GRATE PERIMETER FOR MAINTENANCE OR REMOVAL) TYPE FF GEOTEXTILE FABRIC (EXTEND FABRIC A MINIMUM OF 10" AROUND GRATE PERIMETER FOR MAINTENANCE OR REMOVAL) FLAP POCKET SEE NOTE 5 SIDE FLAP SEE NOTE 4 LENGTH AND WIDTH DIMENSIONS SHALL BE PER PLAN FRONT LIFTING FLAP SEE NOTE 3 MINIMUM DOUBLE STITCHED SEAMS ALL AROUND SIDE PIECES AND ON FLAP POCKETS. TYPE FF GEOTEXTILE FABRIC (FRONT, BACK, AND BOTTOM TO BE A SINGLE PIECE OF FF FABRIC FOR INLETS WITH CAST CURB BOX USE WOOD 2"X4", EXTEND 10" BEYOND GRATE WIDTH ON BOTH SIDES, LENGTH VARIES. SECURE TO GRATE WITH PLASTIC TIES. USE REBAR, STEEL PIPE OR 2" X 4" FOR REMOVAL 4" X 6" OPENINGS WITH ROUNDED CORNERS SHALL BE HEAT CUT (ONE HOLE ON EACH OF THE FOUR SIDES) NOTES: 1. TAPER BOTTOM OF BAG TO MAINTAIN THREE INCHES OF CLEARANCE BETWEEN THE BAG AND THE STRUCTURE, MEASURED FROM THE BOTTOM OF THE OVERFLOW OPENINGS TO THE STRUCTURE WALL. 2. GEOTEXTILE FABRIC TYPE FF FOR FLAPS, TOP AND BOTTOM OF THE OUTSIDE OF FILTER BAG. FRONT, BACK AND BOTTOM OF FILTER BAG BEING ONE PIECE. 3. FRONT LIFTING FLAP IS TO BE USED WHEN REMOVING AND MAINTAINING FILTER BAG. 4. SIDE FLAPS SHALL BE A MAXIMUM OF TWO INCHES LONG. FOLD THE FABRIC OVER AND REINFORCE WITH MULTIPLE STITCHES. 5. FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2" X 4". THE REBAR, STEEL PIPE, OR WOOD SHALL BE INSTALLED IN THE REAR FLAP AND SHALL NOT BLOCK THE TOP HALF OF THE CURB FACE OPENING. MAINTENANCE NOTES: WHEN REMOVING OR MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT THE SEDIMENT TRAPPED IN THE FABRIC DOES NOT FALL INTO THE STRUCTURE. MATERIAL THAT HAS FALLEN INTO THE INLET SHALL BE IMMEDIATELY REMOVED. TAPER BOTTOM OF BAG TO MAINTAIN 3.0" SEPARATION BETWEEN THE BAG AND THE STRUCTURE AT THE OVERFLOW HOLES. 04/2026 5915026EC 5915026 ---- ---- ---- 14EROSION CONTROL INLET PROTECTION TYPES A, B, C AND D MULTI-FAMILY DEVELOPMENT FOR PRE/3 LLC. CITY OF PLYMOUTH SHEBOYGAN COUNTY, WISCONSIN Page 36 of 97 NOTES: 1. TAPER BOTTOM OF BAG TO MAINTAIN THREE INCHES OF CLEARANCE BETWEEN THE BAG AND THE STRUCTURE, MEASURED FROM THE BOTTOM OF THE OVERFLOW OPENINGS TO THE STRUCTURE WALL. 2. GEOTEXTILE FABRIC TYPE FF FOR FLAPS AND TOP HALF OF FILTER BAG. GEOTEXTILE FABRIC TYPE HR FOR BOTTOM HALF OF FILTER BAG. FRONT, BACK AND BOTTOM OF FILTER BAG BEING ONE PIECE. 3. FRONT LIFTING FLAP IS TO BE USED WHEN REMOVING AND MAINTAINING FILTER BAG. 4. SIDE FLAPS SHALL BE A MAXIMUM OF TWO INCHES LONG. FOLD THE FABRIC OVER AND REINFORCE WITH MULTIPLE STITCHES. 5. FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2" X 4". THE REBAR, STEEL PIPE, OR WOOD SHALL BE INSTALLED IN THE REAR FLAP AND SHALL NOT BLOCK THE TOP HALF OF THE CURB FACE OPENING. MAINTENANCE NOTES: WHEN REMOVING OR MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT THE SEDIMENT TRAPPED IN THE FABRIC DOES NOT FALL INTO THE STRUCTURE. MATERIAL THAT HAS FALLEN INTO THE INLET SHALL BE IMMEDIATELY REMOVED. INLET PROTECTION, TYPE D-HR EQUALEQUAL12" MIN. 12" MIN. FLAP POCKET SEE NOTE 5 SIDE FLAP SEE NOTE 4 LENGTH AND WIDTH DIMENSIONS SHALL BE PER PLAN FRONT LIFTING FLAP SEE NOTE 3 TYPE HR GEOTEXTILE FABRIC SEE NOTE 2 USE REBAR, STEEL PIPE OR 2" X 2" FOR REMOVAL TYPE FF GEOTEXTILE FABRIC SEE NOTE 2 (CAN BE INSTALLED IN INLETS WITH OR WITHOUT CURB BOXES) FLAP POCKET SEE NOTE 5 4" X 6" OPENINGS WITH ROUNDED CORNERS SHALL BE HEAT CUT (ONE HOLE ON EACH OF THE FOUR SIDES) TAPER BOTTOM OF BAG TO MAINTAIN 3.0" SEPARATION BETWEEN THE BAG AND THE STRUCTURE AT THE OVERFLOW HOLES. OVERFLOW OPENING (FOR INLETS WITH CURB BOXES) REBAR (OR EQUIVALENT) NOTES: 1. TAPER BOTTOM OF BAG TO MAINTAIN THREE INCHES OF CLEARANCE BETWEEN THE BAG AND THE STRUCTURE, MEASURED FROM THE BOTTOM OF THE OVERFLOW OPENINGS TO THE STRUCTURE WALL. 2. GEOTEXTILE FABRIC TYPE FF FOR FLAPS, TOP AND BOTTOM OF OUTSIDE OF FILTER BAG. FRONT, BACK AND BOTTOM OF FILTER BAG BEING ONE PIECE. 3. FRONT LIFTING FLAP IS TO BE USED WHEN REMOVING AND MAINTAINING FILTER BAG. 4. SIDE FLAPS SHALL BE A MAXIMUM OF TWO INCHES LONG. FOLD THE FABRIC OVER AND REINFORCE WITH MULTIPLE STITCHES. 5. FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2" X 4". THE REBAR, STEEL PIPE, OR WOOD SHALL BE INSTALLED IN THE REAR FLAP AND SHALL NOT BLOCK THE TOP HALF OF THE CURB FACE OPENING. INLET PROTECTION, TYPE D-M 12" MIN. FLAP POCKET SEE NOTE 5 SIDE FLAP SEE NOTE 4 LENGTH AND WIDTH DIMENSIONS SHALL BE PER PLAN FRONT LIFTING FLAP SEE NOTE 3 TYPE FF GEOTEXTILE FABRIC (FRONT, BACK AND BOTTOM TO BE A SINGLE PIECE OF FF FABRIC) USE REBAR, STEEL PIPE OR 2" X 4" FOR REMOVAL INTERIOR FLAP STITCHING (CAN BE INSTALLED IN INLETS WITH OR WITHOUT CURB BOXES) FLAP POCKET SEE NOTE 5 4" X 6" OPENINGS WITH ROUNDED CORNERS SHALL BE HEAT CUT (ONE HOLE ON EACH OF THE FOUR SIDES) TAPER BOTTOM OF BAG TO MAINTAIN 3.0" SEPARATION BETWEEN THE BAG AND THE STRUCTURE AT THE OVERFLOW HOLES. OVERFLOW OPENING (FOR INLETS WITH CURB BOXES) REBAR (OR EQUIVALENT) SEE REPLACEABLE INTERIOR FILTER DETAIL ABOVE REPLACEABLE INTERIOR FILTER INTERIOR FLAP STITCHING 12" TYPE FF FABRIC FLAPS INSIDE ALL FOUR SIDES STITCHED ONLY ON TOP REPLACEABLE INTERIOR FILTER 12" 4" 8" STITCHED IN ALL FOUR CORNERS TYPE DF OR TYPE R GEOTEXTILE FABRIC SIDE VIEW 10" >_ 0.0625COARSE (SAND) FF D, D-M EXPOSED SOIL PARTICLE DIAMETER (Average) (mm) EXPOSED SOIL TEXTURE FILTER FABRIC TYPE* RECOMMENDED INLET PROTECTION DEVICE TYPE 0.0624 - 0.005 MEDIUM (SILT LOAM) DF D, D-M <_ 0.004FINE (CLAY) R D-M HR D-HR * DF, R OR HR FILTERS MAY BE USED WHERE FF IS THE REQUIRED MINIMUM STANDARD. R OR HR MAY BE USED WHERE DF IS THE REQUIRED MINIMUM STANDARD. ** FOLLOW DESIGN CRITERIA OF WDNR TECHNICAL STANDARD 1060 FILTER FABRIC TYPE 04/2026 5915026EC 5915026 ---- ---- ---- 15 EROSION CONTROL INLET PROTECTION TYPE D-HR AND TYPE D-M MULTI-FAMILY DEVELOPMENT FOR PRE/3 LLC. CITY OF PLYMOUTH SHEBOYGAN COUNTY, WISCONSIN Page 37 of 97 ROCK FILLED EROSION CONTROL BAGS DRAW STRING KNITTED DIRECTLY INTO BAG OPENING PLAN VIEW SHEET FLOW SHEET FLOW SILT FENCE TOE OF SLOPE CHANNELIZED FLOW SILT FENCE TOE OF SLOPE SUBGRADE A BL CROSS SECTIONAL VIEW FILTER BAG DETAIL 10" MIN. - 3' MAX. NOTES: 1. 18" X 30" ROCK FILLED FILTER BAG SHALL BE COMPRISED OF THE FOLLOWING: HDPE HIGH DENSITY POLYETHYLENE HDPE HIGH DENSITY POLYETHYLENE DRAW STRING KNITTED DIRECTLY INTO BAG OPENING. 80% FABRIC CLOSURE WITH APPARENT OPENING SIZE NO LARGER THAN 1/8 " X 1/8" ROLLED SEAM USING A MINIMUM OF 480 DENIER POLYESTER SEWING YARN FOR STRENGTH AND DURABILITY. 2. USE WELL GRADED COURSE AGGREGATE CONFORMING TO THE FOLLOWING GRADATION REQUIREMENTS 2 INCH (50 mm) 1 1/2 INCH (37.5mm) 1 INCH (25.0 mm) 3/4 INCH (19.0mm) 3/8 INCH (9.5mm) No. 4 (4.75mm) No. 8 (2.36mm) (1) SIZE No. ACCORDING TO AASHTO M 43 - - 100 90-100 20-55 0-10 0-5 SIEVE SIZE SIZE NO. AASHTO No. 67 (1) L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION SIDE VIEW DITCH CHECK DETAIL COURSE AGGREGATE HDPE HIGH DENSITY POLYETHYLENE FABRIC 18" DIA. 30" 6" PLACE ACCORDING TO CROSS SECTIONAL VIEW 6" (TYP.) 2:1 MAX. 2:1 MAX. 2' 36" MAX 10" MIN. FLOW SIDE VIEW EXTEND CHANNEL EROSION MAT 6'. SIDE VIEW 2:1 MAX. 2:1 MAX. 2:1 MAX. 2:1 MAX. 2' DROP TYP. TEMPORARY DITCH CHECK USING STONE WELL GRADED ANGULAR STONE OF 3 INCH OR GREATER WELL GRADED ANGULAR STONE OF 3 INCH OR GREATER DITCH CHECK GENERAL NOTES: 1. DITCH CHECKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WDNR TECHNICAL STANDARD 1062. 2. AT A MINIMUM, INSTALL ONE DITCH CHECK FOR EVERY 2 FEET OF VERTICAL DROP. 3. DITCH CHECKS SHALL BE PLACED SUCH THAT THE RESULTING PONDING WILL NOT CAUSE AN INCONVENIENCE OR DAMAGE TO ADJACENT AREAS. CULVERT PIPE CHECK SIDE VIEW END VIEW PIPE ROCK BAGS 6" MIN. APRON ENDWALL ROCK BAGS PIPE 6" MIN. APRON ENDWALL OPTIONAL ROCK BAG LOCATION 04/2026 5915026EC 5915026 ---- ---- ---- 16EROSION CONTROL DITCH CHECK DETAILS MULTI-FAMILY DEVELOPMENT FOR PRE/3 LLC. CITY OF PLYMOUTH SHEBOYGAN COUNTY, WISCONSIN Page 38 of 97 SILT FENCE DETAIL FLOW DIRECTION 2'-0" MAX. 8'-0" MAX. 8'-0" MAX. RING 3" MAX. SEAM NYLON CORD 3" MAX. FLOW FLOW 7 6 5 4 3 2 1 GRADE 6" 4" 14" MIN. AND 28" MAX. 1 1/8" X 1 1/8" OAK OR HICKORY STAKES. 8' O.C. MAX. SPACING. GEOTEXTILE SILT FENCE. ATTACH USING AT LEAST 0.5" STAPLES, TO THE UPSLOPE SIDE OF THE POSTS IN AT LEAST 3 PLACES. FABRIC ANCHORAGE TRENCH. BACKFILL TRENCH WITH TAMPED NATURAL SOIL. 20" MIN DIRECTION FLOW TIEBACK BETWEEN FENCE POST AND ANCHOR (WHEN REQ'D BY ENG.) ANCHOR STAKE MIN. 18" LONG (WHEN REQ'D BY ENG.)4 6 5 TYPE "A" TYPE "B" 7WOOD OR STEEL POSTS. 20" MIN. DEPTH IN GROUND 4 2 GEOTEXTILE FABRIC 3 (WHEN REQUIRED BY ENGINEER) BACKFILL AND COMPACT TRENCH WITH EXCAVATED SOIL GEOTEXTILE FABRIC WITH ALTERNATIVE SUPPORT COMPONENTS NOTE: ADDITIONAL POST DEPTH OR TIE BACKS MAY BE REQUIRED IN UNSTABLE SOILS. MIN. 14 GA. WIRE GEOTEXTILE FABRIC 8 9 9 9 EXCESS FABRIC WOOD POST GEOTEXTILE FABRIC TWIST METHOD DIRECTION FLOW WOOD POST GEOTEXTILE FABRIC 2'-0" MIN. 1'-0" MIN. GEOTEXTILE FABRIC WOOD POST HOOK METHOD 8 8 JOINING TWO LENGTHS OF SILT FENCE GEOTEXTILE FABRIC WOOD POST WOOD POST GEOTEXTILE FABRIC EROSION CONTROL SHEET FLOW NOTES: SILT FENCE TIE BACK (WHEN ADDITIONAL SUPPORT IS REQUIRED) EROSION CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH WDNR TECHNICAL STANDARD 1056. THE GEOTEXTILE FABRIC CONSISTS OF EITHER WOVEN OR NON-WOVEN POLYESTER, POLYPROPYLENE, STABILIZED NYLON,POLYETHYLENE OR POLYVINYLIDENE CHLORIDE. NON-WOVEN FABRIC MAY BE NEEDLE PUNCHED, HEAT BONDED, RESIN BONDED, OR COMBINATIONS THEREOF. MINIMUM 14 GAUGE WIRE REQUIRED, FOLD FABRIC 3" OVER THE WIRE AND STAPLE OR PLACE WIRE RINGS ON 12" C.C. EXCAVATE A TRENCH A MINIMUM OF 4" WIDE AND 6" DEEP TO BURY AND ANCHOR THE GEOTEXTILE FABRIC. FOLD MATERIAL TO FIT TRENCH AND BACKFILL AND COMPACT TRENCH WITH EXCAVATED SOIL WIRE SUPPORT FENCE SHALL BE 14 GAUGE MINIMUM WOVEN WIRE WITH A MAXIMUM MESH SPACING OF 6". SECURE TOP OF GEOTEXTILE FABRIC TO TOP OF FENCE WITH STAPLES OR WIRE RINGS AT 12" C.C. (TYPE B) GEOTEXTILE FABRIC SHALL BE REINFORCED WITH AN INDUSTRIAL POLYPROPYLENE NETTING WITH A MAXIMUM MESH SPACING OF 3/4" OR EQUAL. A HEAVY DUTY NYLON TOP SUPPORT CORD OR EQUIVALENT IS REQUIRED. (TYPE A) STEEL POSTS SHALL BE 5' LONG WITH A MINIMUM STRENGTH OF 1.33 LBS PER FOOT. WOOD POSTS SHALL BE A MINIMUM SIZE OF 1 1/8" X 1 1/8" OF OAK OR HICKORY. THE POSTS SHALL BE A MINIMUM OF 3' LONG FOR 24" SILT FENCE AND 4' LONG FOR 36" SILT FENCE. CONSTRUCT SILT FENCE FROM A CONTINUOUS ROLL, IF POSSIBLE, BY CUTTING LENGTHS TO AVOID JOINTS. IF A JOINT IS NECESSARY, USE ONE OF THE FOLLOWING TWO METHODS: A.) TWIST METHOD -- OVERLAP THE END POSTS AND TWIST, OR ROTATE, AT LEAST 180 DEGREES, B:) HOOK METHOD -- HOOK THE END OF EACH SILT FENCE LENGTH. THE MAXIMUM SPACING OF POSTS FOR WOVEN FABRIC SILT FENCE SHALL BE 8 FEET AND FOR NON-WOVEN FABRIC, 3 FEET. 1. ANY SOIL STOCKPILED THAT REMAINS FOR MORE THAN 7 DAYS, SHALL BE COVERED OR TREATED WITH STABILIZATION PRACTICES SUCH AS TEMPORARY OR PERMANENT SEEDING AND MULCHING. 2. A MINIMUM OF 4" OF TOPSOIL MUST BE APPLIED TO ALL AREAS TO BE SEEDED OR SODDED. 3. ALL WASTE AND UNUSED BUILDING MATERIALS (INCLUDING GARBAGE, DEBRIS, CLEANING WASTES, WASTEWATER, TOXIC MATERIALS, OR HAZARDOUS MATERIALS) SHALL BE PROPERLY DISPOSED OF AND NOT ALLOWED TO BE CARRIED OFF-SITE BY RUNOFF OR WIND. 4. ALL OFF-SITE SEDIMENT DEPOSITS OCCURRING AS A RESULT OF CONSTRUCTION WORK OR A STORM EVENT SHALL BE CLEANED UP BY THE END OF EACH DAY. FLUSHING SHALL NOT BE ALLOWED. 5. ANY SOIL EROSION THAT OCCURS AFTER FINAL GRADING AND/OR THE APPLICATION OF STABILIZATION MEASURES MUST BE REPAIRED AND THE STABILIZATION WORK REDONE. 6. FOR ANY DISTURBED AREA THAT REMAINS INACTIVE FOR GREATER THAN 7 WORKING DAYS, OR WHERE GRADING WORK EXTENDS BEYOND THE PERMANENT SEEDING DEADLINES, THE SITE MUST BE TREATED WITH TEMPORARY STABILIZATION MEASURES SUCH AS SOIL TREATMENT, TEMPORARY SEEDING AND/OR MULCHING. 7. ALL TEMPORARY EROSION CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THE SITE IS STABILIZED WITH 70% VEGETATION AND A NOTICE OF TERMINATION HAS BEEN APPROVED BY THE WDNR. 8. WIND EROSION SHALL BE KEPT TO A MINIMUM DURING CONSTRUCTION. WATERING, MULCH OR A TACKING AGENT MAY NEED TO BE UTILIZED TO PROTECT NEARBY RESIDENCES/WATER RESOURCES. 9. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL THE EROSION CONTROL MEASURES IN CONFORMANCE WITH THE WDNR CONSERVATION PRACTICE STANDARDS LATEST EDITION. 10. UPON COMPLETION OF STORM INLET CONSTRUCTION, INSTALL STORM DRAIN INLET PROTECTION FOR CONSTRUCTION SITE AS SPECIFIED. 11. FINE SEDIMENT ACCUMULATIONS SHALL BE CLEANED FROM STREETS, PRIVATE DRIVES, OR PARKING AREAS BY MANUAL OR MECHANICAL SWEEPING A MINIMUM OF ONCE A WEEK AND BEFORE ALL IMMINENT RAINS 12. EROSION AND SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED WEEKLY AND WITHIN 24 HOURS OF RAINFALL OF 0.5" OR MORE. SILT FENCE NOTES: 04/2026 5915026EC 5915026 ---- ---- ---- 17EROSION CONTROL SHEET FLOW DETAILS MULTI-FAMILY DEVELOPMENT FOR PRE/3 LLC. CITY OF PLYMOUTH SHEBOYGAN COUNTY, WISCONSIN Page 39 of 97 MANUFACTURED TRACKOUT CONTROL DETAIL 50' MIN. 32' MIN. 12' MIN. MANUFACTURED TRACKOUT CONTROL DEVICE INSTALLED PER MANUFACTURER STABILIZED SURFACE TO EXIT CULVERT AS NEEDED 12" MIN. DEPTH ROCK PAD OR STABILIZED SURFACE STABILIZED SURFACE TO EXIT CULVERT AS NEEDED ANCHOR AS REQUIRED BY MANUFACTURER MANUFACTURED TRACKOUT CONTROL DEVICE INSTALLED PER MANUFACTURER SECTION VIEW PLAN VIEW (NTS) 12" MIN. DEPTH ROCK PAD OR STABILIZED SURFACE GEOTEXTILE FABRIC LINER AS NEEDED NOTES: 1. THIS DETAIL IS PROVIDED AS AN EXAMPLE. COMPLY WITH MANUFACTURER'S SPECIFICATIONS WHILE ALSO MEETING THE MINIMUM MANUFACTURED TRACKING PAD LENGTH AND WIDTH DESCRIBED IN THIS TECHNICAL STANDARD. 2. INSTALL SUCH THAT RUNOFF FLOWS TO AN APPROVED TREATMENT PRACTICE. 3. A THINNER STONE LAYER OR OTHER STABLE SURFACE MAY BE ACCEPTABLE SUCH THAT RUTTING IS MINIMIZED AS VEHICLES MOUNT OR DISMOUNT FROM THE MANUFACTURERS TRACKOUT CONTROL DEVICE. 4. SELECT FABRIC TYPE BASED ON SOIL CONDITIONS AND VEHICLES LOADING. 5. DIRECT ALL EXISTING VEHICLES OVER MANUFACTURED TRACKOUT CONTROL DEVICE. STONE TRACKING PAD INSTALLATION ACROSS REMAINING ACCESS WIDTH IS RECOMMENDED. A 12' MINIMUM CAN BE USED WHEN EXITING TRAFFIC IS RESTRICTED TO A DEDICATED EGRESS LANE. 6. IF MINIMUM INSTALLATION LENGTH IS NOT POSSIBLE DUE TO SITE GEOMETRY, INSTALL THE MAXIMUM LENGTH PRACTICABLE AND SUPPLEMENT WITH ADDITIONAL PRACTICES AS NEEDED. 7. ACCOMMODATE EXITING VEHICLES IN EXCESS OF MANUFACTURED TRACKOUT CONTROL DEVICE WEIGHT CAPACITY WITH OTHER TREATMENT PRACTICES. EXISTING STABILIZED SURFACE EXISTING STABILIZED SURFACE 50' MIN. SITE EGRESS AGGREGATE 12' MIN. 12" MIN. CULVERT AS NEEDED CULVERT AS NEEDED GEOTEXTILE FABRIC LINER AS NEEDED (SEE NOTE 3) STONE TRACKING PAD DETAIL SECTION VIEW NOTES: 1. USE HARD, DURABLE, ANGULAR STONE OR RECYCLED CONCRETE, MEETING THE FOLLOWING GRADATION: SIEVE SIZE: 3" 2 1/2" 1 1/2" 3/4" 3/8" PERCENT BY WEIGHT PASSING: 100 90-100 25-60 0-20 0-5 2. SLOPE THE STONE TRACKING PAD IN A MANNER TO DIRECT RUNOFF TO AN APPROVED TREATMENT PRACTICE. 3. SELECT FABRIC TYPE BASED ON SOIL CONDITIONS AND VEHICLES LOADING. 4. INSTALL TRACKING PAD ACROSS FULL WIDTH OF THE ACCESS POINT, OR RESTRICT EXISTING TRAFFIC TO A DEDICATED EGRESS LANE AT LEAST 12 FEET WIDE ACROSS THE TOP OF THE PAD. 5. IF A 50' PAD LENGTH IS NOT POSSIBLE DUE TO SITE GEOMETRY, INSTALL THE MAXIMUM LENGTH PRACTICABLE AND SUPPLEMENT WITH ADDITIONAL PRACTICES AS NEEDED. PLAN VIEW (NTS) (SEE NOTE 4) (SEE NOTE 2) TRACKOUT CONTROL TO BE PROVIDED PER DETAILS BELOW AND IN ACCORDANCE WITH WDNR TECHNICAL STANDARD 1057* (SEE NOTE 5) 04/2026 5915026EC 5915026 ---- ---- ---- 18EROSION CONTROL TRACKOUT CONTROL PRACTICES MULTI-FAMILY DEVELOPMENT FOR PRE/3 LLC. CITY OF PLYMOUTH SHEBOYGAN COUNTY, WISCONSIN Page 40 of 97 NOTES: 1. STAPLE PATTERNS ARE DEPENDENT ON SITE CONDITIONS. SEE MANUFACTURER STAPLE PATTERN GUIDE FOR DETAILS. SOIL PILE FROM TRENCHTRENCH APPROX. 10" WIDE x 8" DEEP 18" 2 ROWS OF STAPLES, STAGGERED, 6" O.C., EA. DIR. 1 ROW OF STAPLES, 12" O.C. SOIL FILLED FROM SOIL PILE 2 ROWS OF STAPLES 4" APART, STAGGERED, 6" O.C., STAPLES TO BE PLACED CLOSE TO EDGE OF BLANKET STEP 1 STEP 2 TOP OF BLANKET 1 ROW OF STAPLES, 12" O.C. 2 ROWS OF STAPLES, STAGGERED, 6" O.C., EA. DIR. SOIL PILE FROM TRENCH SLOPE TO PROTECT SOIL FILLED FROM SOIL PILE 2 ROWS OF STAPLES, STAGGERED, 6" O.C., EA. DIR. STEP 1 STEP 2 TRENCH APPROX. 10" WIDE x 8" DEEP 3'-0" MIN. 1 ROW OF STAPLES, 12" O.C. DO NOT NEED TO TRENCH BLANKET IN IF IT CAN BE EXTENDED A MINIMUM OF 3'-0" OVER THE CREST OF THE SLOPE. BLANKETS ABUT TOGETHER COMMON ROW OF STAPLES, USING CORRECT STAPLE PATTERN, SHOULD BE STAPLED INTO EACH BLANKET. ONE STAPLE HOLDS BOTH BLANKETS TO THE SOIL. BLANKET OVERLAP 2"-4" STAPLES ARE THROUGH BOTH BLANKETS. STAPLE 12" O.C. ALONG BOTTOM OF BLANKET AT THE END OF SLOPE STAPLE 12" O.C. ALONG BLANKET AT SLOPE CHANGE 3'-0" MIN. EXTEND BLANKET A MINIMUM OF 3'-0" OVER CREST OF SLOPE, SEE DETAIL 4, THIS SHEET. TRENCHING NEEDED IF A MINIMUM OF 3'-0" IS NOT AVAILABLE AT THE CREST OF SLOPE OR IF OVERLAND FLOW IS ANTICIPATED FROM UPLAND AREAS, SEE DETAILS 5 & 6, THIS SHEET FOR END ROLL OVERLAP, SEE DETAIL 2, THIS SHEET BLANKET TO EXTEND A MINIMUM OF 3'-0" BEYOND TOE OF SLOPE. FOR BOTTOM OF SLOPE TERMINATION, SEE DETAIL 3, THIS SHEET FOR SIDE SEAM ABUTMENT, SEE DETAIL 7, THIS SHEET OPTIONAL SIDE SEAM OVERLAP, SEE DETAIL 8, THIS SHEET END SEAM OF BLANKETS OVERLAP 2"-4". PLACE STAPLES, ONE ON EACH CORNER OF BLANKET, 12" O.C. ALONG BLANKET END THROUGH BOTH BLANKETS. UPSLOPE BLANKET LAPS OVER DOWNSLOPE BLANKETS IN A SHINGLE AFFECT. BOTTOM OF SLOPE TERMINATION SLOPE TRENCHING METHOD "C" SIDE SEAM OVERLAP STAPLE DETAILSLOPE TRENCHING METHOD "B" SLOPE CREST ANCHOR METHOD "A" (NO TRENCH) SIDE SEAM ABUT STAPLE DETAIL END ROLL OVERLAP SLOPE DETAIL SLOPE TO PROTECT 2 1 3 6 5 8 7 4 04/2026 5915026EC 5915026 ---- ---- ---- 19 EROSION CONTROL EROSION MAT SLOPE APPLICATION DETAILS MULTI-FAMILY DEVELOPMENT FOR PRE/3 LLC. CITY OF PLYMOUTH SHEBOYGAN COUNTY, WISCONSIN Page 41 of 97 TRENCH APPROX. 10" WIDE x 8" DEEP 1 ROW OF STAPLES, 12" O.C. 2 ROWS OF STAPLES, STAGGERED, 6" O.C., EA. DIR. SOIL PILE FROM TRENCH FLOW 18" STEP 1 TRENCH APPROX. 10" WIDE x 8" DEEP TOP OF BLANKET 1 ROW OF STAPLES, 12" O.C. 2 ROWS OF STAPLES, STAGGERED, 6" O.C., EA. DIR. SOIL PILE FROM TRENCH FLOW SOIL FILLED FROM SOIL PILE, COMPACT WITH FOOT 2 ROWS OF STAPLES, STAGGERED, 6" O.C., EA. DIR. STEP 1 STEP 2 FLOW STAPLES ARE THROUGH BOTH BLANKETS. BLANKET OVERLAP, 2"-4" FLOW 2 ROWS OF STAPLES 4" APART, STAGGERED, 6" O.C. FLOW 2 ROWS OF STAPLES 4" APART, STAGGERED, 6" O.C., STAPLES TO BE PLACED CLOSE TO EDGE OF BLANKET FLOW 6" 3" STAPLES SHOULD BE PARALLEL WITH DIRECTION OF FLOW SLOPE BLANKET TO BE INSTALLED FIRST AND EXTENDED 3'-0" BEYOND THE TOE OF THE SLOPE 3'-0" MIN. 3'-0" MIN. 3'-0" MIN. CHANNEL LINER MUST EXTEND 3'-0" ABOVE THE ANTICIPATED HIGH WATER ELEVATION 3'-0" MIN. 3'-0" MIN. SLOPE BLANKET TO BE INSTALLED FIRST AND EXTENDED AT LEAST TO THE ANTICIPATED MAX. WATER ELEVATION CHANNEL LINER MUST EXTEND 3'-0" ABOVE THE ANTICIPATED HIGH WATER ELEVATION FOR CHANNEL TRENCHING METHOD, SEE DETAIL 8 & 9, THIS SHEET FOR CHANNEL TERMINATION, SEE DETAILS 4 & 5, THIS SHEET SEE DETAILS 2 & 3, THIS SHEET CHANNEL BLANKET END OF ROLL OVERLAP, SEE DETAIL 7, THIS SHEET SIDE SEAM OVERLAP, SEE DETAIL 6, THIS SHEET NOTES: 1. SEE MANUFACTURER SLOPE APPLICATION DETAIL SHEET FOR PROPER SLOPE INSTALLATION. 2. STAPLE PATTERNS ARE DEPENDENT ON SITE CONDITIONS. SEE MANUFACTURER STAPLE PATTERN GUIDE FOR DETAILS. CHANNEL DETAIL MAX. WATER EL. MAX. WATER EL. FLOW SOIL FILLED FROM SOIL PILE, COMPACT WITH FOOT 2 ROWS OF STAPLES 4" APART, STAGGERED, 6" O.C., STAPLES TO BE PLACED CLOSE TO EDGE OF BLANKET STEP 2 CHANNEL INSTALLATION METHOD "A" CHANNEL INSTALLATION METHOD "B" CHANNEL TERMINATION PLAN CHANNEL TERMINATION SIDE SEAM OVERLAP STAPLE DETAIL CHANNEL BLANKET END OF ROLL OVERLAP CHANNEL TRENCHING METHOD "A" CHANNEL TRENCHING METHOD "B" SEE DETAILS 2 & 3, THIS SHEET 8 9 7 6 5 4 1 3 2 04/2026 5915026EC 5915026 ---- ---- ---- 20 EROSION CONTROL EROSION MAT CHANNEL APPLICATION DETAILS MULTI-FAMILY DEVELOPMENT FOR PRE/3 LLC. CITY OF PLYMOUTH SHEBOYGAN COUNTY, WISCONSIN Page 42 of 97 04/2026 OVERFLOW EXHIBIT ---- ---- ---- ---- 21EMERGENCY OVERFLOW ROUTE MULT-FAMILY DEVEMOPMENT FOR PRE/3 LLC. CITY OF PLYMOUTH SHEBOYGAN COUNTY, WISCONSIN PROJECT LOCATION EXISTING CULVERT NORTH INV: 878.16 SOUTH INV: 878.45 EXISTING CULVERT ESTIMATED FLOW ROUTE PER COUNTY CONTOURS NORTH SIDE EL.:880.00 SOUTH SIDE EL.:878.00 ESTIMATED FLOW ROUTE PER COUNTY CONTOURS NORTH SIDE EL.:877.00 SOUTH SIDE EL.:830.00 Page 43 of 97 09/2024 LANDSCAPE DETAILS 5915026 BLT AJB BLT 22LANDSCAPE DETAILS PROPOSED MULTI-FAMILY DEVELOPMENT FOR PRE/3 LLC. CITY OF PLYMOUTH SHEBOYGAN COUNTY, WISCONSIN OFFICE / GARAGE PLANTING DETAIL MAILROOM PLANTING DETAIL BUILDING PLANTING DETAIL DOUBLE FACED SIGN PLANTING DETAIL SINGLE FACED SIGN PLANTING DETAIL 3.75' 3.75' 3.75' 6.0' 3.75' 3.75' 6.0' 3.75' 3.75' 3.75' 3.75' 3.75' 3.75' 3.75' 1 1/2" DIA. DECORATIVE STONE OVER WEED BARRIER BLACK VINYL EDGING 3.75' OFF BUILDING WITH 24" RADIUS 1 1/2" DIA. DECORATIVE STONE OVER WEED BARRIER STONE ALONG WALKS, STOOPS AND END OF PATIO MUST BE FLUSH TO AVOID TRIPPING HAZARD AREAS ALONG BRICK: TOP OF STONE MUST BE 1" - 1 1/2" BELOW TOP OF FOUNDATION WALL TO ALLOW FOR DRAINAGE OF BRICK WEEPS 1 1/2" DIA. DECORATIVE STONE OVER WEED BARRIER BLACK VINYL EDGING 3.75' OFF BUILDING WITH 24" RADIUS 1 1/2" DIA. DECORATIVE STONE OVER WEED BARRIER 1 1/2" DIA. DECORATIVE STONE OVER WEED BARRIER BLACK VINYL EDGING 3.75' OFF BUILDING WITH 24" RADIUS 1 1/2" DIA. DECORATIVE STONE OVER WEED BARRIER BLACK VINYL EDGING 3.75' OFF BUILDING WITH 24" RADIUS 1 1/2" DIA. DECORATIVE STONE OVER WEED BARRIERBLACK VINYL EDGING 3.75' OFF BUILDING WITH 24" RADIUS 1 1/2" DIA. DECORATIVE STONE OVER WEED BARRIERBLACK VINYL EDGING 3.75' OFF BUILDING WITH 24" RADIUS R2.0' R2.0' R2.0' R2.0' LEGEND COMMON NAME SCIENTIFIC NAME SPECIES SYMBOL SPIREA - GLOW GIRL BIRCH LEAF SPIRAEA BEGULIFOLIA #5 18" WEIGELA - DARK HORSE WEIGELA FLORIDA 'DARK HORSE' #5 18" BLUE SAGE SALVIA AZUREA #1 VIBURNUM - AUTUMN JOY VIBURNUM DENTATUM 'AUTUMN JOY' #5 18" BARBERRY BERBERIS VULGARIS #5 18" NINEBARK - LITTLE DEVIL PHYSOCARPUS OPULIFOLIUS #5 18" PLANT SIZE 4.0' 4.0' 4.0' 4.0' Page 44 of 97 FG 887.0 886.06 884.29 884.72 885.09 15"IE:880.90 EV EV 882 882 882 882 883 883 883 884 885 886 887 882 883 884 882 883 884 883 883 883 883 883 883 883 883 883 883 884 883 884 882 883 884 882 883 884 882 882 884 883 883 883 883 883 883 883 883 884 884 883 883 883 883 883 883 883 884 882882 883 883 882883 882 883 884 882 883 884 882 883 882 883 883883883 883 883 884 PRELIMINARYNot for Construction 04/2026 5915026D 5915026 BLT AJB BLT 23OVERALL LANDSCAPE PLAN MULTI-FAMILY DEVELOPMENT FOR PRE/3 LLC. CITY OF PLYMOUTH SHEBOYGAN COUNTY, WISCONSIN NORTH SCALE IN FEET 0' 40' 80' 1. ALL DISTURBED AREAS SHALL BE TOPSOILED TO A DEPTH OF 6 INCHES, SEEDED AND MULCHED. AREA TO BE RAKED FREE OF STONES AND CLUMPS. 2. NO TREES WILL BE REMOVED WITH THIS PORTION OF THE DEVELOPMENT NOTES BUILDING 1 12 UNIT BUILDING 12 COVERED PARKING STALLS10,014 S.F. BUILDING 2 12 UNIT BUILDING 12 COVERED PARKING STALLS10,014 S.F. BUILDING 3 12 UNIT BUILDING 12 COVERED PARKING STALLS 10,014 S.F. BUILDING 512 UNIT BUILDING12 COVERED PARKING STALLS 10,014 S.F. BUILDING 412 UNIT BUILDING12 COVERED PARKING STALLS 10,014 S.F. OFFICE 827 S.F. MAIL ROOM 100 S.F. 62.2' 62.2' 53.2' 53.2' 50.9' 50.9' 43.4' 45.7' 54.7' 118.7' 109.5' 73.6' 54.9' STATE HIGHWAY '67' 2-1/2" CALIPER 6' TALL 2-1/2" CALIPER 2 - 1/2" CALIPER 1-1/2" CALIPER 6' TALL TOTAL RED MAPLE BLACK HILLS SPRUCE ELM SWAMP OAK ORNAMENTAL PEAR YEW COMMON NAME PLANT SIZESYMBOL 12 43 12 8 5 18 98 QUANTITY TREE LEGEND Page 45 of 97 EV EV The Prime and/or subcontractors assumes all responsibility to ensure the accuracy, compliance with applicable statute(s), regulation(s) common building practices and local codes. All dimensions and specifications should be verified by client and/or contractor before actual construction begins. Architect,Engineer/Designer or subsidiaries assume no liability for changes and/or revisions made to plans by client and/or contractors. They may not be reproduced without written permission. PRELIMINARY- NOT FOR CONSTRUCTION CHECKED BY: ISSUE DATE: PROJECT #: # MULTI-FAMILY DEVELOPMENT / PREMIER PLYMOUTH PROPOSED 12 UNIT APARTMENT BUILDING FOR PRE/3,LLC- NICOLET LUMBER COMPANY CITY OF PLYMOUTH, WISCONSIN 53073 2052 Cottage Road Little Suamico, WI. 54141 ph: 920.621.1133 info@lineworx.us ARCHITECTURE LINEWORX SHEBOYGAN COUNTY SRW 6-23-26 26-018 SLP101 SITE LIGHTING 6-3-26 BUILDING 5 1 SCHEMATIC SITE LIGHTING PLAN SCALE: 1" = 40'-0" ADJACENT PARCELS NOT IN CONTRACT EACH BUILDING IS PROVIDED WITH (8) COACH STYLE LIGHTS ON EACH HALF FOR A TOTAL OF (16) PER BUILDING WHICH ALL ARE THE SAME FIXTURE. OFFICE WP1 MAIL ROOM PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE BUILDING 4 BUILDING 3 BUILDING 2 BUILDING 1 WP1 1 6-24-26 PER CITY REVIEW Page 46 of 97 Page 47 of 97 4" 2'-4" 4" 3'-0"1'-0" 4" BY SIGN SUPPLIER 8'-0" 4" 2'-4" 4" 3'-0" 1'-0" 1'-10" 1'-8" 1'-8" 2'-0"8'-0"2'-0" 12'-0" 1'-8" 13'-0" CUT STONE CAP WITH SMOOTH EDGES & PROFILE CULTURED STONE FINISH (MATCH BUILDINGS) OVER BLOCK MASONRY GROUTED SOLID 13'-0" x 3'-0" x 12" CONC. FOOTING W/ #4 RODS @ 12" O.C. EACH WAY. SIGN CABINET BY MANUFACTURE SEALED WEATHERPROOF CUT STONE CAP WITH SMOOTH EDGES & PROFILE CULTURED STONE FINISH (MATCH BUILDINGS) OVER BLOCK MASONRY GROUTED SOLID SIGN CABINET BY MANUFACTURE SEALED WEATHERPROOF 2" CULTURED STONE VENEER (MATCH BLDG'S) MASONRY BLOCK GROUTED SOLID CUT STONE OVERHANG ABOVE SIGN CABINET BY MANUFACTURE SEALED WEATHERPROOF CUT STONE CAP WITH SMOOTH EDGES & PROFILE. PITCH TO DRAIN OUT FROM SIGN CABINET 4'-0" 5'-8" 5'-8" SIGN CABINET = 32 SQ. FT (DESIGN BY MANUF.) TOTAL MONUMENT FACE INCLUDING CABINET 54 SQ. FT. 12'-0"(4) VERT. #4 RODS @ EA. END IN PIER. PROVIDE 24" HOOK INTO FOOTING EA. ROD. 3" COVER (2) #4 DOWELS @ 24" O.C. INTO CONC. BLOCK ABOVE- MIN 4" EMBEDMENT IN FOOTING 1'-8"1'-0" MASONRY BLOCK GROUTED SOLID CUT STONE CAP WITH SMOOTH EDGES & PROFILE. PITCH TO DRAIN OUT FROM SIGN CABINET SIGN CABINET BY MANUF. SEALED WEATHERPROOF 1'-8" CUT STONE SILL CONCRETE FOUND. 1'-4" 3'-0"DATE: DRAFTED BY: CHECKED BY: PROJECT NO.: DRAWING NUMBER SHEET NUMBER NO. REVISION DESCRIPTION of 2052 COTTAGE ROAD LITTLE SUAMICO, WI. 54141 PH: 920-621-1133 info@lineworx.us ARCHITECTURE LINEWORXMONUMENT SIGN PRE / 3 5-26-26 SRW SRW - 1 A101 1 - - - - - - - - - - - - MULTI-FAMILY DEVELOPMENT PLYMOUTH, WI. SIGN BASE ELEVATION 1 SIGN BASE PLAN VIEW SIGN BASE ELEVATION 2 SIGN BASE SECTION Page 48 of 97 GARAGE UNIT #9 LIVING KITCHEN BEDROOM MASTER BEDROOM MASTER BATH W.I. CLOSET BATH DINING GARAGE UNIT #8 GARAGE UNIT #7 LIVING KITCHEN BEDROOM MASTER BEDROOM MASTER BATH W.I. CLOSET BATH DINING LIVING KITCHEN BEDROOM MASTER BEDROOM MASTER BATH W.I. CLOSET BATH DINING LIVING KITCHEN BEDROOM MASTER BEDROOM MASTER BATH W.I. CLOSET BATH DINING UNIT #9 Type 'B' UNIT #4 Type 'B' UNIT #10 Type 'B' UNIT #3 Type 'B' GARAGE UNIT #4 GARAGE UNIT #5 GARAGE UNIT #6 GARAGE UNIT #10 GARAGE UNIT #11 GARAGE UNIT #12 GARAGE UNIT #2 GARAGE UNIT #1 GARAGE UNIT #3 MECHANICAL FB-1 K-2292 INTAGLIO LAVATORY VITREOUS CHINA K-2292 INTAGLIO LAVATORY VITREOUS CHINA K-2292 INTAGLIO LAVATORY VITREOUS CHINA K-2292 INTAGLIO LAVATORY VITREOUS CHINA K-2292 INTAGLIO LAVATORY VITREOUS CHINA K-2292 INTAGLIO LAVATORY VITREOUS CHINA K-2292 INTAGLIO LAVATORY VITREOUS CHINA K-2292 INTAGLIO LAVATORY VITREOUS CHINA 92'-0" 14'-6" 18'-0" 146'-8" 14'-11" 10'-10" 20'-3 1/2" 12'-11" 24'-9" 12'-11" 20'-3 1/2" 10'-10" 14'-11" 2'-0" 25'-9" 91'-2" 25'-9" 2'-0" 1'-0" 17'-11" 13'-6"13'-6" 14'-6"18'-0" 2'-0" 1'-0" 17'-11" 1'-0" 17'-11" 17'-11" 146'-8" 14'-11" 10'-10" 20'-3 1/2" 12'-11" 24'-9" 12'-11" 20'-3 1/2" 10'-10" 14'-11" 25'-9" 91'-2" 25'-9" 2'-0" 1'-0" 17'-11" 2'-0" 2'-0" 1'-0" 17'-11"9'-11" 8'-0" 1 A403 1 A2001 A401 27'-0" 92'-0" 14'-6" 18'-0" 13'-6"13'-6" 14'-6"18'-0" 27'-0" 1:48 PITCH AWAY FROM DOORS LEVEL AT THRESHOLDS TYP. ALL 2'-0" SITE VERIFY ALL UTILITY ENTRANCE LOCATIONS, PENETRATIONS ETC. FOR PROPER INSTALLATION PRIOR TO CONSTRUCTION. TYP. 2 A303 1 A301 TYP.2 A301 1 A302 TYP.1 A303 2 A201 5 A201 7 A201 3 A201 4 A201 6 A201 8 A201 1 A201 3 A304 FB-1 FB-1 FB-1 FB-1 FB-1 2'-0" FIRST FLOOR PLAN CODED NOTES 1 FB-1 = 1 HR FIRE BARRIER WALL UL DES U305 (SEE WALL TYPES) TO SEPARATE GARAGE FROM UNITS AND EA. OTHER. RUN TO UNDERSIDE OF FLOOR DECK ABOVE. TYP. SEE DETAILS 3'-4" 4'-0" 32'-0" 20'-3" 2'-0"4'-0" 4" CONCRETE SIDEWALK LOCATION TYP. EACH QUADRANT OF BUILDING. SEE CIVIL PLANS FOR CONSTRUCTION DETAILS. 1OVERALL FIRST FLOOR PLAN SCALE: 1/8" = 1'-0" The Prime and/or subcontractors assumes all responsibility to ensure the accuracy, compliance with applicable statute(s), regulation(s) common building practices and local codes. All dimensions and specifications should be verified by client and/or contractor before actual construction begins. Architect,Engineer/Designer or subsidiaries assume no liability for changes and/or revisions made to plans by client and/or contractors. They may not be reproduced without written permission. CHECKED BY: ISSUE DATE: PROJECT #: REVISIONS # MULTI-FAMILY DEVELOPMENT / PREMIER PLYMOUTH PROPOSED 12 UNIT APARTMENT BUILDING FOR PRE/3,LLC- NICOLET LUMBER COMPANY CITY OF PLYMOUTH, WISCONSIN 53073 2052 Cottage Road Little Suamico, WI. 54141 ph: 920.621.1133 info@lineworx.us ARCHITECTURE LINEWORX SHEBOYGAN COUNTY SRW 6-23-26 26-018 A101 FIRST FLOOR PLAN 2TYP. QUADRANT SIDEWALK PLACEMENT PLAN SCALE: 1/8" = 1'-0" Page 49 of 97 GAS FE9 1 27'-11" 28'-9" 28'-9" 11'-1 1/2" 16'-9 1/2" 4'-1 1/2"5'-11 1/2"5'-0"9'-0"3'-10" 28'-9" 1'-11 1/2" 3'-2" 22'-9 1/2" 28'-9" GARAGE 101 OFFICE 102 FILES 104 UNISEX 103 MECH 105 4'-0" 4'-0" 5" 5" 5" 5" 5"5" 5" 1 A301 2 A301 4 8 6 100 101 102 103 105 1 1 1 2 7 12 3 W1 W1 5" 11 11 15 14 4 1 4 1 4 1 4 1 4 2 3A 13 1 H 1 H 2 H 1 H 1 H 5'-7 7/8"5 1/2"15'-0" 5'-6"8'-1"3 1/2" 2 104 5 1/2"6'-4 1/8" 3 5 3 A301 3A 10 3 1'-3" 2'-0" 3'-0" 1'-0" MIN. 16 2'-0" 3 TOP OF SLAB/WALL ELEVATION = 100'-0" VERIFY W/ CIVIL SET- FINISH FLOOR WF-1 WF-1 WF-1 WF-1 1 4 4 5 4 WATER MAIN ENTRANCE -SEE CIVIL VERIFY IN FIELD 28'-9" 28'-9" 4'-0" 4'-4 1/2" 9'-0" 15'-4 1/2" 28'-9" 7'-5" 4'-0" 28'-9" 9'-4 1/2"9'-4 1/2" SANITARY ENTRANCE VERIFY IN FIELD 4 3 6 7 7 GENERAL NOTES: 2. CRITICAL DIMENSIONS TO BE HELD CLEAR. 5. INSULATE ALL PLUMBING WALLS - TYP. GENERAL PROJECT NOTES: GENERAL PLAN NOTES: X'-X" -CONSTRUCTION IS TO BE IN COMPLIANCE WITH ALL GOVERNING CODES, ORDINANCES, & STANDARDS. THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING & SUPERVISING ALL SAFETY PRECAUTIONS & PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THIS CONTRACT. -HVAC, ELECTRICAL AND PLUMBING ARE TO BE DESIGN BUILD, COMPLYING W/ ALL LOCAL, STATE, & NATIONAL CODES, AND TO BE THE FULL RESPONSIBILITY OF THE CONTRACTOR, THE ARCHITECT ASSUMES NO LIABILITY. -ALL HEATING EQUIPMENT TO BE SEALED COMBUSTION TYPE & DIRECT VENTING -ALL MECHANICAL, HVAC, ELECTRICAL, AND PLUMBING SYSTEMS & ALL EQUIPMENT TO BE MAINTAINED ACCORDING TO MANUFACTURE'S STANDARDS. BUILDING OWNER AND/OR BUILDING OCCUPANTS ASSUME FULL RESPONSIBILITY FOR MAINTENANCE AND OPERATION -ALL MATERIALS, DETAILS, & INSTALLATION, SHALL BE IN ACCORDANCE WITH THE MANUFACTURES STANDARDS AND SPECIFICATIONS. -ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR LIMITING THE ACCUMULATION OF WASTE MATERIALS AND RUBBISH. WASTE MATERIALS SHALL BE REMOVED FROM THE PREMISES DAILY. ALL DIMENSIONS AND EXISTING CONDITIONS ARE TO BE FIELD VERIFIED & ADJUSTED ACCORDINGLY. THE ARCHITECT SHALL BE NOTIFIED OF ANY VARIANCES BEFORE CONTRACTOR BEGINS OR PROCEEDS WITH ANY WORK. 6. INSTALLATION OF ALL MECHANICAL EQUIPMENT SHALL COMPLY W/ ALL APPLICABLE CODES. 1. ALL INTERIOR DIMENSIONS ARE TO FROM STUD THICKNESS TO STUD THICKNESS. ALL EXTERIOR DIMENSIONS ARE TO INTERIOR OF EXISTING MASONRY WALLS. CONTRACTOR RESPONSIBLE PRIOR TO CONSTRUCTION TO VERIFY ANY/ALL DISCREPANCIES WITH OWNER. 8. ALL HEATING EQUIPMENT SHALL BE DIRECT VENTING & SEALED COMBUSTION UNITS. U.N.O. 3. INTERIOR DOORS TO BE LOCATED MAX. WITHIN 4"-6" OF CORNER TO ALLOW FOR TRIM. VERIFY WITH OWNER. 7. ALL PENETRATIONS THROUGH REQUIRED FIRE-RESISTIVE ASSEMBLIES SHALL BE PROTECTED PER CODE BY THE CONTRACTOR MAKING SAID PENETRATION. GENERAL PLAN NOTES CODED PLAN NOTES GENERAL NOTES -CARE SHOULD BE TAKEN TO LEAVE EXISTING ITEMS UNDISTURBED AND STILL ACCOMMODATE WORK, EXISTING AREAS TO BE PROTECTED DURING CONSTRUCTION 4. MOISTURE RESISTANT GYP. BD. ON ALL WET WALLS WHERE APPROPRIATE. EXTERIOR WALL (ABOVE 2'-8") 6 1/2" ACTUAL 2X6 STUDS @ 16" O.C.WITH R-19 BATT INSULATION. INSTALL NEW 1/2" GYP BOARD ON INTERIOR SIDE OVER 4 MIL VAPOR BARRIER. EXTERIOR: PROVIDE 1/2" O.S.B. SHEATHING ON STUDS WITH TYVEK BUILDING WRAP WITH SIDING TO MATCH ADJACENT BUILDINGS. WALL TYPES 1 2 6 1/2" ACTUAL 2X6 STUDS @ 16" O.C. (WITH BATT INSULATION (VERIFY W/OWNER) TO CEILING, INSTALL 1/2" GYP. BD. FULL HGT. EA. SIDE TYP. (MRGB ON ALL SIDES OF INTERIOR WET WALLS) 3A: USE 5/8" TYPE "X" GYP EA. SIDE INTERIOR PARTITION WALL EXHAUST FAN TO LIGHT SWITCH, TYP. ALL TOILETS AND SHOWERS, & MOP SINKS VERIFY WITH IMC. BOTH SMOKE & CARBON MONOXIDE DETECTORS REQ. CARBON MONOXIDE DETECTOR SHALL BE CONNECTED TO BUILDINGS POWER SUPPLY AND HAVE BATTERY BACKUP. VERIFY WITH FIRE LOCAL MARSHALL LEGEND 4 1/2" ACTUAL 2X4 STUDS @ 16" O.C. (WITH BATT INSULATION (VERIFY W/OWNER) TO CEILING, INSTALL 1/2" GYP. BD. FULL HGT. EA. SIDE TYP. (MRGB ON ALL SIDES OF INTERIOR WET WALLS) INTERIOR PARTITION WALL 3 2X6 STUDS @ 16" O.C.WITH R-19 BATT INSULATION. INSTALL NEW 1/2" GYP BOARD ON INTERIOR SIDE OVER 4 MIL VAPOR BARRIER. EXTERIOR: PROVIDE 1/2" O.S.B. SHEATHING ON STUDS WITH TYVEK BUILDING WRAP WITH 4" NOM. FACE BRICK VENEER TO MATCH OTHER BUILDINGS. 4 11 1/8" EXTERIOR WALL (UP TO 2'-8") REMOTE HEAD EXIT LIGHT (EXTERIOR) VERIFY IF REQUIRED IN ADDITION TO ALL LOCATIONS WITH E.C. PER CODE OVERHEAD DOOR OPENER. VERIFY TYPE WITH OWNER 1. 4" CONCRETE FLOOR WITH #10/#10 6X6 W.W.M. OVER 6 MIL VAPOR BARRIER OVER 8" MIN. COMPACTED GRANULAR FILL TO 95% MODIFIED PROCTOR. TYP. 2. GAS SERVICE LOCATION-VERIFY ALL REQ. WITH SERVICE PROVIDER. 3. 3" DIA. FLOOR DRAIN TO SANITARY LINE. VERIFY LOCATIONS IN FIELD. PROVIDE SEDIMENT BASKET. 4. SLOPE CONCRETE FLOOR TO DRAIN MAX 1:48 PITCH BELOW FINISH FLOOR AT END OF SLOPE PER CODE FOR ACCESSIBLE ROUTE. 5. 24" X 24" SERVICE MOP SINK WITH PROPER BACKFLOW PREVENTION PER CODE. PROVIDE FRP ON SIDE WALLS TO 48" ABOVE RIM, SEALED. 6. BOTTLED WATER UNIT WITH CUP DISPENSER BY OWNER. 7. WATER SERVICE RISER LOCATION. VERIFY WITH UTILITY SUPPLIER FOR FINAL LOCATION AND CONDITIONS. 8. 22" X 30" ATTIC ACCESS PANEL- SEE DETAIL. 9. FIRE EXTINGUISHER LOCATION. VERIFY ALL FINAL LOCATIONS WITH FIRE MARSHALL PRIOR TO CONSTRUCTION. 10. MECHANICAL EQUIPMENT ROOM. ALL HVAC AND PLUMBING FOR BUILDING ARE DESIGN BUILD. VERIFY WITH GC AND OWNER ALL TYPES OF SYSTEMS PROPOSED PRIOR TO CONSTRUCTION. 11. 4" CONCRETE WALK/SLAB WITH #10/#10 6X6 W.W.M. OVER 8" MIN. COMPACTED GRANULAR FILL TO 95% MODIFIED PROCTOR. TYP. PITCH AWAY FROM BUILDING MAX 1:48. FLUSH AT DOOR 12. 5 GALLON ELECTRIC WATER HEATER LOCATION WITH WATER METER BELOW. PROVIDE SHELF WITH 2X4 FRAME FASTENED TO WALLS W/ DRICORE PANEL AS SHELF. 44" CLEAR UNDER 2X4 FRAME. VERIFY EXACT LOCATION IN FIELD WITH OWNER. 13. GC TO VERIFY WITH EC FOR ELEC. SERVICE LOCATION. PROVIDE 60 AMP 120/240/1 PANEL. CONC. CONTRACTOR TO PROVIDE #4 ROD 12" ABOVE WALL ADJACENT TO SERVICE LOCATION FOR GROUNDING. COMPLY WITH CURRENT NEC. 14. THROUGH WALL A/C UNIT UNDER WINDOW. VERIFY ALL SPECS AND CONDITIONS IN FIELD FOR WEATHERPROOF INSTALLATION AND SEALS. 15. PROVIDE CEILING HUNG MODINE HEATER AND ALL RELATED EQUIP. FOR COMPLETE WORKING SYSTEM FOR GARAGE HEATING. 16. PROVIDE LVT FLOORING IN OFFICE, TOILET & FILE ROOM. CONC. FLOOR TO REMAIN IN GARAGE AND MECH. 3A 4 5/8" STRUCTURAL HEADER SCHEDULE MARKSIZEBEARING KINGS GRADE NOTE H1(2) 2 X 811SPF #1, #21 H2(3) 2 X 1021SPF #1, #21 X H NOTES 1FASTEN MULIT PLY SPF LUMBER TOGETHER WITH 3 ROWS OF 10D NAILS @ 12" O.C. EA. PLY GENERAL STRUCTURAL FASTENING PATTERNS 1ALL NEW EXTERIOR WALLS WITH 1/2" APA RATED O.S.B. SHEATHING SHALL BE FASTENED TO STUDS WITH 8D NAILS @ 6" O.C. FIELD & EDGE TYPICAL. 2ALL NEW ROOF SHEATHING SHALL BE 1/2" APA RATED O.S.B. W/ "H" CLIPS, FASTENED TO RAFTERS OR TRUSSES WITH 8D NAILS @ 6" O.C. FIELD & EDGE TYPICAL. 3 ALL HEADER NAILING PATTERNS SHALL BE INSTALLED PER SEE SCHEDULES. 4 ALL WOOD SHALL BE SPF #1 OR #2 UNLESS NOTED OTHERWISE. 5 USE 1/2" DIA. X 4 3/4" LONG AMERICAN ANCHOR BOLTS #1234AS AT MIN. 48" O.C. AND (1) AT EA. SIDE OF EA. OPENING TYP. ALL EXTERIOR WALLS ANCHORED TO CONCRETE. MINIMUM 3" EMBEDMENT OR 6" LONG SIMPSON TITEN ANCHORS AT SAME SPACING'S AND EMBEDMENT. FOUNDATION SCHEDULE MARKSIZEREINFORCINGREMARKSNOTES WF-110" CONCRETE WALL W/ 20" X 8" FOOT.(2) #4 T & B- WALL/ (2) #4 CONT.- FOOT.SEE SECTIONS FOR DETAILS NOTES 1ASSUMED BEARING PRESSURE OF 2000 PSF FOR THIS PROJECT. 23500 PSI WALLS & FOOTINGS, 4000 PSI FLATWORK, 5-7% AIR ENTRAINED CONC MIX FOR CONC EXPOSED TO WEATHER. SPECIFICATIONS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. FABRICATION SHALL BE IN ACCORDANCE WITH CURRENT SPECIFICATIONS VERIFY ALL EXISTING CONDITIONS ON JOB SITE BEFORE CONSTRUCTION. COORDINATE WITH ALL TRADES FOR LOCATIONS & SIZE OF ALL OPENINGS ALL CONCRETE SHALL BE PLACED IN ACCORDANCE WITH THE CURRENT PUBLICATIONS OF THE PORTLAND CEMENT ASSOC. COORDINATE WITH ALL OTHER TRADES FOR THE INSTALLATION OF ALL ANCHORS, SLEEVES, HANGERS, INSERTS, OPENINGS & ETC. REINFORCING STEEL SHALL BE ASTM-615 GRADE 60. OF THE AMERICAN CONCRETE INSTITUTE. BEND ALL REINFORCING RODS AROUND ALL CORNERS AND INTO ALL INTERSECTING WALLS. IN FLOORS, WALLS, CEILINGS, & ROOF FOR MECH. EQUIPMENT & ETC. STRUCTURAL STEEL SHALL BE ASTM DES. A36 IN ACCORDANCE W/ ALL BOLTS SHALL BE HIGH STRENGTH ASTM DES. A325F. ALL WELDS SHALL BE FULL. ALL STEEL SHALL BE CLEAN, NEW, & SHOP PRIMED. ALL STEEL SHALL BE ERECTED TRUE & PLUMB. ALL BUILDING MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. CAULK ALL LOCATIONS WHERE DISSIMILAR MATERIALS MEET. CONTRACTORS SHALL LOCATE ALL UTILITIES BEFORE CONSTRUCTION AND NOTIFY ARCHITECT & OWNER OF ANY INTERFERENCES. CONTRACTORS SHALL PROVIDE ALL BARRIERS, BARRICADES, FENCES AND SAFETY EQUIPMENT AND PRECAUTIONS REQUIRED BY ALL CODES OR AGENCIES HAVING JURISDICTION OVER THE PROJECT. CONSTRUCTION NOTES SLAB REINF. TYP. PREMOLDED CONST. JOINT W/ #4 x 2'-0" @24" 12 HOURS OF POURING SLAB SAW CUT 3/16'' WIDE x 1'' DEEP WITHIN SLAB REINF. TYP. CONSTRUCTION JOINT NOTE: 1. PROVIDE SAW-CUT WITHIN 12 HOURS OF SLAB CURING TO PREVENT ANY DAMAGING OF SLAB. PROVIDE JOINTS TO FORM 150 SQ. FT. AREAS MAXIMUM 2. SEAL ALL SAW-CUT JOINTS C.L. CONST. JOINT REF. PLAN SAWCUT CONTROL JOINT PLAN REF. 8'' COMPACTED SAND/GRAVEL MIX TO 95% DRY 8'' COMPACTED SAND/GRAVEL MIX TO 95% DRY CONSTRUCTION JOINT DETAILS ALL COMBUSTIBLE WALL FINISHES THROUGHOUT SPACE SHALL BE TESTED AND MEET REQUIREMENTS OF ASTM E 84 OR UL 723. ALL TESTED FINISHES ARE REQUIRED TO BE RATED BY THEIR FLAME SPREAD AND SMOKE DEVELOPED INDEX. EGRESS CORRIDORS SHALL BE CLASS B -FLAME SPREAD OF 26-75 ALL OTHER ROOMS ETC...SHALL BE CLASS C-FLAME SPREAD OF 76-200 OWNER AND IT'S CONTRACTOR SHALL PROVIDE NECESSARY DOCUMENTATION WHEN ASKED PROVING FINISH MATERIALS INDEED MEET ALL REQUIREMENTS OF THE WI. ADOPTED INTERNATIONAL BUILDING CODE AND ALL ITS AMENDMENTS. ENHANCED DIGITAL LIGHTING CONTROLS EFFICIENCY PACKAGE: INTERIOR LIGHTING HAS FOLLOWING ENHANCED LIGHTING CONTROLS IN ACCORDANCE WITH SECTION C405.2.2: LUMINAIRES CAPABLE OF CONTINUOUS DIMMING AND BEING ADDRESSED INDIVIDUALLY, <= 8 LUMINAIRES CONTROLLED IN COMBINATION IN A DAYLIGHT ZONE, DIGITAL CONTROL SYSTEM FOR FIXTURES, "SEQUENCE OF OPERATIONS" DOCUMENTATION, AND FUNCTIONAL TESTING PER SECTION C408. ELECTRICAL CONTRACTOR SHALL PROVIDE ANY/ALL REQ. EMERGENCY LIGHTING, EXIT LIGHTS AND THE INSTALLATION THEREOF INCLUDING PHOTOMETRIC PLANS TO MEET ALL REQUIRED CODES IF REQUESTED BY BUILDING OFFICIAL. PER IBC 1008. INTERIOR LIGHTING REQ. DOOR SCHEDULE: COMBUSTIBLE FINISH NOTES DOOR# 101,102 EXTERIOR DOORS SHALL BE 3'-0" X 6'-8" INSULATED DOOR AND FRAME. MIN. U-.20 TESTED FOR THE ASSEMBLY. PROVIDE: 1 1/2" PAIR HINGES, SCHLAGE-LEVEL STYLE HANDLES, KEYED LOCKSET. WEATHERSTRIPPING AND THRESHOLDS ALL PER IBC. VERIFY DOOR DESIGN W/OWNER. DOOR # 100 - 9'-0" X 8'-0" OVERHEAD DOOR TO BE INSULATED SECTIONAL PANELS AND SHALL HAVE A TESTED ASSEMBLY RATING OF A MIN. U-.20 FOR THERMAL PERFORMANCE. SEE A201 DOOR# 103,104,105 INTERIOR DOORS SHALL BE 3'-0" X 6'-8" WOOD DOOR AND HOLLOW METAL KNOCKDOWN FRAMES. PROVIDE: 1 1/2" PAIR HINGES, SCHLAGE-LEVER STYLE HANDLES, PASSAGE LOCKSETS. (PROVIDE PRIVACY LOCKSET FOR TOILET ROOM.) VERIFY DOOR DESIGN W/OWNER. FOUNDATION PLAN CODED NOTES 14" CONCRETE FLOOR W/ #10/#10 6X6 W.W.M. OVER 6 MIL VAPOR BARRIER OVER MIN. 8" COMPACTED GRANULAR FILL TO 95% MODIFIED PROCTOR. 2NOT USED 3PROVIDE CONCRETE FLOOR JOINTS AS PER DETAILS ABOVE. VERIFY LOCATIONS IN FIELD WITH GC & OWNER. 4 TYPICAL R-10 RIGID VERTICAL INSULATION AT ALL PERIMETER WALLS. SEE SECTIONS. 5DEPRESS OVERHEAD DOOR LOCATION -8" TYPICAL FOR FLOOR POUR. VERIFY ALL DOOR WIDTHS AND OPENINGS WITH GC PRIOR TO CONST. 64" CONCRETE WALK/SLAB WITH #10/#10 6X6 W.W.M. OVER 8" MIN. COMPACTED GRANULAR FILL TO 95% MODIFIED PROCTOR. TYP. PITCH AWAY FROM BUILDING MAX 1:48. MAX. -1/2" AT DOORS. 7SITE VERIFY LOCATIONS OF SERVICE DOORS AND THRESHOLD WIDTH AND HEIGHT. MAXIMUM TOTAL HEIGHT OF 1/2" FROM FLUSH WALK AT DOOR TO T/O THRESHOLD. PER ANSI 402.2.4 STRUCTURAL DESIGN PARAMETERS BUILDING CODE WISCONSIN ADMINISTRATIVE CODE RISK CATEGORYII WIND CRITERIA V115 MPH EXP CAT.C INTERNAL PRESSURE COEF.+/- 0.18 SNOW GROUND SNOW LOAD Pg=30 PSF DEAD & LIVE LOADS ROOF DEAD LOAD18 PSF ROOF LIVE LOAD21 PSF GEOTECHNICAL CRITERIA ALLOWABLE NET BEARING PRESSURE2,000 PSF ASSUMED SEISMIC CRITERIA SEISMIC IMPORTANCE FACTOR1 RISK CATEGORYII S(DS)0.0580 S (D1)0.0560 SITE CLASSD SEISMIC FORCE RESISTING SYSTEMSHEARWALLS & DIAPHRAGM+ BRACED AND SWAY FRAME The Prime and/or subcontractors assumes all responsibility to ensure the accuracy, compliance with applicable statute(s), regulation(s) common building practices and local codes. All dimensions and specifications should be verified by client and/or contractor before actual construction begins. Architect,Engineer/Designer or subsidiaries assume no liability for changes and/or revisions made to plans by client and/or contractors. They may not be reproduced without written permission. PRELIMINARY- NOT FOR CONSTRUCTION CHECKED BY: ISSUE DATE: PROJECT #: REVISIONS # MULTI-FAMILY DEVELOPMENT / PLYMOUTH PROPOSED MAINT./ OFFICE BUILDING FOR PRE/3,LLC- NICOLET LUMBER COMPANY CITY OF PLYMOUTH, WISCONSIN 2052 Cottage Road Little Suamico, WI. 54141 ph: 920.621.1133 lineworxllc@gmail.com ARCHITECTURE LINEWORX SRW 6-23-26 26-018 SHEBOYGAN COUNTY A101 FOUND. PLAN FLOOR PLAN 1FLOOR PLAN SCALE: 1/4" = 1'-0" 2FOUNDATION PLAN SCALE: 1/4" = 1'-0" NORTHNORTH Page 50 of 97 LIVING KITCHEN BEDROOM MASTER BEDROOM MASTER BATHW.I. CLOSET BATH LIVING BEDROOM MASTER BEDROOM MASTER BATH W.I. CLOSET BATH KITCHEN DINING UNIT #8UNIT #7 UNIT #11 UNIT #12 UNIT #5UNIT #6 UNIT #2 UNIT #1 14'-6" 18'-0" 92'-0" 14'-6" 18'-0" LIVING KITCHEN BEDROOM MASTER BEDROOM W.I. CLOSET BATH LIVING BEDROOM MASTER BEDROOM MASTER BATH W.I. CLOSET BATH KITCHEN DINING LIVING KITCHEN BEDROOM MASTER BEDROOM MASTER BATH W.I. CLOSET BATH LIVING BEDROOM MASTER BEDROOM MASTER BATH W.I. CLOSET BATH KITCHEN DINING LIVING KITCHEN BEDROOM MASTER BEDROOM W.I. CLOSET BATH LIVING BEDROOM MASTER BEDROOM MASTER BATH W.I. CLOSET BATH KITCHEN DINING 146'-8" 2'-0" 14'-11" 10'-10" 20'-3 1/2" 12'-11" 24'-9" 12'-11" 20'-3 1/2" 10'-10" 14'-11" 2'-0"2'-0" 2'-0" 25'-9" 91'-2" 25'-9" 2'-0" 1'-0" 17'-11" 13'-6"13'-6" 14'-6"18'-0" 13'-6"13'-6" 14'-6"18'-0" 2'-0" 2'-0" 1'-0" 17'-11" 146'-8" 2'-0" 14'-11" 10'-10" 20'-3 1/2" 12'-11" 24'-9" 12'-11" 20'-3 1/2" 10'-10" 14'-11" 2'-0"2'-0" 2'-0" 25'-9" 91'-2" 25'-9" 2'-0" 1'-0" 17'-11" 2'-0" 2'-0" 1'-0" 17'-11" 1 A404 1 A2001 A403 27'-0" 92'-0" 27'-0" TYP. 2 A303 1 A301 TYP.2 A301 1 A302 TYP.1 A303 2 A201 5 A201 7 A201 3 A201 4 A201 6 A201 8 A201 1 A201 1OVERALL SECOND FLOOR PLAN SCALE: 1/8" = 1'-0" The Prime and/or subcontractors assumes all responsibility to ensure the accuracy, compliance with applicable statute(s), regulation(s) common building practices and local codes. All dimensions and specifications should be verified by client and/or contractor before actual construction begins. Architect,Engineer/Designer or subsidiaries assume no liability for changes and/or revisions made to plans by client and/or contractors. They may not be reproduced without written permission. CHECKED BY: ISSUE DATE: PROJECT #: REVISIONS # MULTI-FAMILY DEVELOPMENT / PREMIER PLYMOUTH PROPOSED 12 UNIT APARTMENT BUILDING FOR PRE/3,LLC- NICOLET LUMBER COMPANY CITY OF PLYMOUTH, WISCONSIN 53073 2052 Cottage Road Little Suamico, WI. 54141 ph: 920.621.1133 info@lineworx.us ARCHITECTURE LINEWORX SHEBOYGAN COUNTY SRW 6-23-26 26-018 A102 SECOND FLOOR PLAN Page 51 of 97 6 12 1'-0" 1'-6" 8'-0" 6 12 1'-6" 1'-6" 6 12 6 12 1'-6" 6 12 1'-6" 1 A304 T/O FOOTING 96'-0" FINISH FLR 100'-0" TRUSS BR'G 108'-11/8" SEC. FLOOR 110'-1" TRUSS BR'G 118'-1" 10'-0 5/8" T/O SILL & T/O BAND W A AAA AB BR F 1 A301 2 A303 P CC C BB BBGG DAA C AA S DD K B CCDDFZH Q VF KZH PGSAA K UF B L J AADF RWAA A AA BB RFP C CCBBBB G GD AACAASDK BCC D D FZ H QV F K Z HPF G S AAK FBLJ AADF J LU U K K NOTE: MATERIALS AND SECTIONS SYMMETRICAL ABOUT CENTERLINE G 7" FDD DDdd T/O FOOTING 96'-0" TRUSS BR'G 108'-11/8" SEC. FLOOR 110'-1" TRUSS BR'G 118'-1" C D M MB AF UR VBQ MAB N A JRM 2'-8" 30'-5 7/8" +- PN AAM 126 T/O BAND 126 F DD K LJ G FK G DS NF R FINISH FLR 100'-0" Z B F N LCDFD KL JG GD SZ DL CAA KK PV AA 1 A302 1 A303 Q Q DD 6 12 1'-0" 1'-6" 8'-0" 6 12 1'-6"1'-6" 6 126 12 1'-6" 6 12 1'-6" NOTE: MATERIALS AND SECTIONS SYMMETRICAL ABOUT CENTERLINE T/O FOOTING 96'-0" FINISH FLR 100'-0" TRUSS BR'G 108'-11/8" SEC. FLOOR 110'-1" TRUSS BR'G 118'-1" WAA A AA BB RFP C CCBBBB G GD AACAASGK BCC D D FZ H QV F K Z HP G S AAK UBLJ AA D F S W A AAA AB BR F P CC C BB BBGG DAA C AA S D K B CCDDF ZH Q VF KZH P FGSAA K F B L J AA DJ UUKK AA BK 1 A304 K J 1 A301 SIM. 1 A303 3 A304 10'-0 5/8" T/O SILL & T/O BAND 6 A501 7" 7" DDDDF DDDDF G T/O FOOTING 96'-0" TRUSS BR'G 108'-11/8" SEC. FLOOR 110'-1" TRUSS BR'G 118'-1" CD MM BA FU RV B QM A BNAJ R M 2'-8" 30'-6" +- P NAA M 126 T/O BAND 126 FD DKL JG F K GD S N FR FINISH FLR 100'-0" Z B F N L C D F DK LJ GG DS ZD LC AAK K P VAA 1 A302 1 A303 QQ DDDD GC TO VERIFY ALL UTILITY NEEDS/REQ. PRIOR TO CONST. SITE VERIFY AND INSTALL AS NECESSARY AB T/O FOOTING 96'-0" FINISH FLR 100'-0" TRUSS BR'G 109'-4 1/2" FK CDAA W EXTERIOR FINISH SCHEDULE KEYMATERIALMANUFACTURERCOLOR/ SPECIFICATIONNOTES A FACE BRICK VENEERSUMMIT BRICK CO. OR EQ.KING SIZE7 B CUT LIMESTONE SILLSUMMIT BRICK CO. OR EQ.V.W.O7 C SHINGLE ROOFINGATLAS PINNACLE V.W.O12 D PREFINISHED MTL. FASCIA PAC CLAD OR EQ. WHITE7,12 E PREFINISHED MTL. GUTTERSWHITE7 F HORIZONTAL LAP SIDINGLP SMART SIDE- DIAMOND KOTEV.W.O1,12 G VERTICAL BOARD & BATTENLP SMART SIDE- DIAMOND KOTEV.W.O2,12 H SIDING TRIM- DOORSLP SMART SIDE- DIAMOND KOTE4 X 5/4 PVC3,12 J SIDING TRIM - WINDOWSLP SMART SIDE- DIAMOND KOTE4 X 5/4 PVC4,12 K SIDING - BUILDING CORNERSLP SMART SIDE- DIAMOND KOTEV.W.O.5,6,12 L INSULATED WINDOWSVORTEX OR EQ.V.W.O.7,12 M INSULATED OVERHEAD DOORWHITE- SONOMA RANCH PANELS V.W.O9,12 N GARAGE DOOR FRAMESWHITE- VINYL /BRICKMOULD V.W.O7 P VINYL PREFIN. RAILING SYS. JAM SYSTEMS OR EQ. PREFINISHED2,11 Q COACH STYLE FIXTURES V.W.O13" - MATTE BLACK7 R SIDING TRIM- BANDAZEK - SMOOTH FIN.12" - 5/4" PVC V.W.O12 S SIDING TRIM- BANDAZEK - SMOOTH FIN.8" - 5/4" PVC V.W.O12 T CONTINUOUS RIDGE VENTING ATLASV.W.O12 UCONCRETE FOUNDATIONS V DECORATIVE BRACKETS FYPON # BKT25X27X3.5 WHITE7,12 W INSULATED ENTRY DOORSV.W.O7,12 X PREFINISHED DOWNSPOUTSV.W.O8 Z INSULATED PATIO DOORSV.W.O7,12 AA SIDING TRIM- HORIZONTALLP SMART SIDE- DIAMOND KOTE4" X 5/4" V.W.O.12 BB DECORATIVE BRACKETS EKENA 72" X 18" X 4 X 4 WHITE7,13 CC PREFINISHED MTL. ROOFING HORIZON LOC OR EQ. V.W.O7 DDA/C UNITSV.W.O. X T/O FOOTING 96'-0" FINISH FLR 100'-0" TRUSS BR'G 108'-11/8" SEC. FLOOR 110'-1" TRUSS BR'G 118'-1" C DAAAA AB WKVD F FR F F T/O FOOTING 96'-0" FINISH FLR 100'-0" TRUSS BR'G 108'-11/8" SEC. FLOOR 110'-1" TRUSS BR'G 118'-1" CD AA AA A BW K V D F F R F FA B T/O FOOTING 96'-0" FINISH FLR 100'-0" TRUSS BR'G 109'-4 1/2" F K C D AA GC TO VERIFY ALL UTILITY NEEDS/REQ. PRIOR TO CONST. SITE VERIFY AND INSTALL AS NECESSARY. PROVIDE ALL FINISHES PRIOR TO MECH. EQUIP. INSTALL. TYP. T/O FOOTING 96'-0" FINISH FLR 100'-0" TRUSS BR'G 108'-11/8" SEC. FLOOR 110'-1" TRUSS BR'G 118'-1" A B AA CD G 10'-0" FINISH NOTES: 1HORIZONTAL SIDING: DIAMOND KOTE 3/8" X 8" LAP STYLE- VERIFY COLORS W/ OWNER. 2VERTICAL SIDING: DIAMOND KOTE 3/8" NO GROVE SIDING W/ 3" BATTEN TRIM @ 16" O.C. VERIFY COLORS WITH OWNER. 3PROVIDE 5/4 X 4" DIAMOND KOTE TRIM AT ALL PATIO DOORS TYP. VERIFY COLOR W/ OWNER. 4PROVIDE 5/4 X 6" DIAMOND KOTE TRIMI AT ALL WINDOWS TYP. VERIFY COLOR W/OWNER. 5PROVIDE 5/4 X 6" DIAMOND KOTE NAIL FIN OUTSIDE CORNERS TYP. VERIFY COLOR/ OWNER. 6PROVIDE 5/4 X 3" DIAMOND KOTE NAIL FIN INSIDE CORNERS TYP. VERIFY COLOR W/OWNER. 7VERIFY SPECIFIC BRAND W/ OWNER. INSTALL PER MANUFACTURES INSTRUCTIONS- NO EXCEPTIONS. 8SITE VERIFY ALL DOWNSPOUT LOCATIONS & COORDINATE WITH SITE CIVIL FOR UNDERGROUND LEADERS AND COLLECTIONS IF ANY. 9PROVIDE BLACK HANDLES AND STOCKBRIDGE IV (4 LITE) WINDOW INSERTS- V.W.O 10MATCH OVERALL ROOF COLOR- INSTALL PER MANUF. REQUIREMENTS. 11 PRE-ENGINEERED BOLT ON RAILING & BALLUSTER SYSTEM. TESTED PER 2021 IBC BY MANUF. 12VERIFY ALL CONDITIONS IN THE FIELD. INSTALL PER MANUFACTURES INSTRUCTIONS- NO EXCEPTIONS. 13GABLE END DECORATIVE PVC BRACKET. PROVIDE 2X SOFFIT BLOCKING. VERIFY LOCATIONS WITH MANUFACTURE CUT SHEETS. 6:12 ROOF PITCH (8) PER BUILDING GENERAL ELEVATION NOTES: 1SIDING CONTRACTOR TO PROVIDE DIAMOND KOTE BLOCKS FOR LIGHT FIXTURES, RECEPTACLES, PHOTOEYES, STROBE, BOILER SENSOR ETC. VERIFY SIZE WITH GC. 2 SIDING CONTRACTOR TO PROVIDE HOODED STYLE 4" DRYER DUCT VENTS W/FLAPPER AND HOODED STYLE 4" BATH EXHAUST VENTS TO MATCH ADJACENT SIDING COLOR. DIAMOND KOTE PRODUCTS TYP. PROVIDE SCREENS AT ALL VENTS IF NOT PROVIDED BY MANUF. 3SIDING INSTALLER TO CONNECT BATH EXHAUST DUCT AND INSTALL SOFFIT GRILLE WITH MIDAMERICA MASTER EXHAUST VENT- WHITE COLLAR. 4 SIDING CONTRACTOR TO PROVIDE CLEAR EXTERIOR GRADE SEALANT AND CAULK ALONG LIMESTONE SILL, DOOR BRICKMOULD, DECK CONNECTIONS, RAILS AND TRIM (PER MANUF. REQ. ) AS A MINIMUM. 5SOFFIT CONTRACTOR IF DIFFERENT THAN SIDING CONTRACTOR SHALL PROVIDE SOLID SOFFIT MIN .3' IN EACH DIRECTION - AT ALL BATH EXHAUST & DRYER VENTS IN ALL SOFFITS. 6CONTRACTOR SHALL PROVIDE PVC OR TREATED BLOCKING OVER TYVEK AND SHEATHING BEHIND BRACKET FOR INSTALLATION IN CULTURED STONE AREAS. CAULK AND SEALED The Prime and/or subcontractors assumes all responsibility to ensure the accuracy, compliance with applicable statute(s), regulation(s) common building practices and local codes. All dimensions and specifications should be verified by client and/or contractor before actual construction begins. Architect,Engineer/Designer or subsidiaries assume no liability for changes and/or revisions made to plans by client and/or contractors. They may not be reproduced without written permission. PRELIMINARY- NOT FOR CONSTRUCTION CHECKED BY: ISSUE DATE: PROJECT #: # MULTI-FAMILY DEVELOPMENT / PREMIER PLYMOUTH PROPOSED 12 UNIT APARTMENT BUILDING FOR PRE/3,LLC- NICOLET LUMBER COMPANY CITY OF PLYMOUTH, WISCONSIN 53073 2052 Cottage Road Little Suamico, WI. 54141 ph: 920.621.1133 info@lineworx.us ARCHITECTURE LINEWORX SHEBOYGAN COUNTY SRW 6-23-26 26-018 1FRONT ELEVATION SCALE: 1/8" = 1'-0" 2REAR ELEVATION SCALE: 1/8" = 1'-0" 3SIDE ELEVATION SCALE: 1/8" = 1'-0" 4SIDE ELEVATION SCALE: 1/8" = 1'-0" 5INT. SIDE ELEV. SCALE: 1/8" = 1'-0" 6INT. SIDE ELEV. SCALE: 1/8" = 1'-0" 7MECH. SIDE ELEV. SCALE: 1/8" = 1'-0" 9INT. SIDE ELEV. SCALE: 1/8" = 1'-0" 8MECH. SIDE ELEV. SCALE: 1/8" = 1'-0" A201 BUILDING ELEVATIONS Page 52 of 97 W1 100'-0" FINISH FLOOR 96'-0" T/O FOOTING 109'-1 1/8" TRUSS BR'G 102'-8" T/O SILL A F A CD G 2'-0" 2'-0" JJ L H KB A QM 12 5 P DE R 2 A301 J 100'-0" FINISH FLOOR 96'-0" T/O FOOTING 109'-1 1/8" TRUSS BR'G A CD G 2'-0" 2'-0" JB FJ 102'-8" T/O SILL 12 5 E W1 100'-0" FINISH FLOOR 96'-0" T/O FOOTING 109'-1 1/8" TRUSS BR'G 1 A301 B C F K AHJ J 2'-0" 2'-0" 102'-8" T/O SILL 12 5 N DE 16'-0" +- 1 A301 100'-0" FINISH FLOOR 96'-0" T/O FOOTING C 109'-1 1/8" TRUSS BR'G D A AQ JJ F 2'-0"2'-0" 12 5 102'-8" T/O SILL N B E 4'-0"2'-8" 6'-8" 4'-0" W1 VINYL WINDOW- GLIDER U = .28 MIN.- INSUL. "LOW-E" DUAL PANE ARGON FILLED GLAZING. TYP. EXTERIOR FINISH SCHEDULE : KEY MATERIALMANUFACTURERCOLOR/ SPECIFICATIONNOTES A FACE BRICK VENEERSUMMIT BRICK CO. OR EQ. KING SIZE- V.W.O1,2,6 B BRICK ROWLOCK SILLSUMMIT BRICK CO. OR EQ. V.W.O1,2,6 C SHINGLE ROOFINGATLAS PINNACLEV.W.O1,2 D PREFINISHED MTL. FASCIA PAC CLAD OR EQ.WHITE1,4 E PREFINISHED MTL. GUTTERS PAC CLAD OR EQ.WHITE1,5 F HORIZONTAL VINYL SIDING DIAMOND KOTE SMART SIDE V.W.O1,2 G VERTICAL BOARD & BATT. DIAMOND KOTE SMART SIDE V.W.O1,7 H SIDING TRIM- WINDOWS DIAMOND KOTE SMART SIDE 4" V.W.O1,2 J SIDING TRIM & CORNERS DIAMOND KOTE SMART SIDE 4" V.W.O1,2 K INSULATED WINDOWSVORTEX OR EQ.WHITE2,3,6 L INSULATED OVERHEAD DRWHITE-MATCH APTS.2,7 M GARAGE DOOR FRAME TRIMWHITE- VINYL /BRICKMOULD1,6 N CONTINUOUS RIDGE VENTING ATLAS PINNACLEV.W.O2,8 PA/C UNITS/MECHV.W.O1,2.6 Q INSULATED ENTRY DOORSWHITE- VINYL/ BRICKMOULD TRIM7 R COACH LIGHT FIXTUREMATCH APARTMENTSV.W.O.1,2,7 FINISH NOTES: 1VERIFY ALL CONDITIONS PRIOR TO CONST. W/ ALL TRADES 2 INSTALL PER MANUFACTURES INSTRUCTIONS- NO EXCEPTIONS. 3 SEE DETAILS AND SECTIONS FOR MATERIAL WIDTHS. 4INCLUDES DRIP EDGE (WHITE), PROVIDE CENTER VENTED SOFFIT (WHITE) 5SITE VERIFY ALL DOWNSPOUT LOCATIONS & COORDINATE WITH SITE CIVIL FOR UNDERGROUND LEADERS AND COLLECTIONS IF ANY. 6VERIFY SPECIFIC BRAND AND INSTALLATION WITH OWNER/GC. 7PROVIDE BLACK HANDLES AND STOCKBRIDGE IV (4 LITE) WINDOW INSERTS W/ FILM- V.W.O 8MATCH OVERALL ROOF COLOR- INSTALL PER MANUF. REQUIREMENTS. X GENERAL NOTES: 1. DOWNSPOUTS AND GUTTERS- RUN TO REAR OR BACK OF BUILDING AWAY FROM GARAGE DOORS. VERIFY ON SITE COLLECTION TO STORM OR DISCHARGE TO GRADE. 2. PROVIDE A/C SLEEVE IN BUILDING FOR UNIT UNDER WINDOW. VERIFY R.O. WITH GC AND APPLIANCE SUPPLIER. CAULK AND SEAL WEATHERPROOF. PITCH TO DRAIN AWAY FROM BUILDING. VERIFY ALL CONDITIONS IN FIELD PRIOR TO CONSTRUCTION. FF F JJJJ JJ C 100'-0" FINISH FLOOR 108'-1 1/8" TRUSS BR'G 1'-4" 100'-0" FINISH FLOOR 108'-1 1/8" TRUSS BR'G 1'-4" 100'-0" FINISH FLOOR 108'-1 1/8" TRUSS BR'G 1'-0" D 12 4 PROVIDE WHITE BRICKMOULD TRIM AT OPENING. VERIFY WITH GC. EDEDE 9'-11" 9'-11" 2'-11 1/2"4'-0"2'-11 1/2" 9'-11" MAIL ROOM 100 HORIZONTAL SIDING 7/16" O.S.B SHEATHING 2X4 STUDS @ 16" O.C. 1/2" TEXTURED GROOVED PLYWOOD (ALL INT.) PREFABRICATED MAIL BOX UNITS VERIFY ALL DIMENSIONS WITH OWNER PRIOR TO FRAMING INTERIOR FOR CORRECT BOX CONFIGURATIONS AND OVERALL SIZES 12" X 12" THICKENED SLAB FOUNDATION WITH (2) #4 RODS CONT. 4" THICK FLOOR W/ FIBERMESH REIN. OVER MIN. 12" COMPACTED NON FROST SUSCEPTIBLE SOIL. TREATED 2X PLATES, SILL SEAL W/ 1/2" X 5" ANCHOR BOLTS AT 48" O.C. TYP. MIN. 3" EMBEDMENT. The Prime and/or subcontractors assumes all responsibility to ensure the accuracy, compliance with applicable statute(s), regulation(s) common building practices and local codes. All dimensions and specifications should be verified by client and/or contractor before actual construction begins. Architect,Engineer/Designer or subsidiaries assume no liability for changes and/or revisions made to plans by client and/or contractors. They may not be reproduced without written permission. PRELIMINARY- NOT FOR CONSTRUCTION CHECKED BY: ISSUE DATE: PROJECT #: REVISIONS # MULTI-FAMILY DEVELOPMENT / PLYMOUTH PROPOSED MAINT./ OFFICE BUILDING FOR PRE/3,LLC- NICOLET LUMBER COMPANY CITY OF PLYMOUTH, WISCONSIN 2052 Cottage Road Little Suamico, WI. 54141 ph: 920.621.1133 lineworxllc@gmail.com ARCHITECTURE LINEWORX SRW 6-23-26 26-018 SHEBOYGAN COUNTY A201 BUILDING ELEVATIONS 4NORTH ELEVATION SCALE: 1/4" = 1'-0" 3SOUTH ELEVATION SCALE: 1/4" = 1'-0" 1WEST ELEVATION SCALE: 1/4" = 1'-0" 2EAST ELEVATION SCALE: 1/4" = 1'-0" 5MAIL ROOM- FRONT, REAR AND TYP. SIDE ELEVATIONS SCALE: 1/4" = 1'-0" 6MAIL ROOM FLOOR PLAN SCALE: 1/2" = 1'-0" Page 53 of 97 June 30th, 2026. Cathy Austin Director of Public Works/ City Engineer City of Plymouth 900 CTH PP P.O. Box 277 Plymouth, WI RE: PRE/3 Multi-Family Development Engineering Plan Review Dear Ms. Austin, Kapur has reviewed the submitted documents from Robert E. Lee & Associates, Inc. for the proposed PRE/3 Multi-Family Development p roject. The documents received were reviewed for conformance with the City of Plymouth ordinances, generally accepted engineering standards, construction feasibility, and ease of maintenance. Although the material has been reviewed, the applicant is ultimately responsible for the thoroughness and accuracy of the plans and supplemental data and for compliance with state, county, and other local ordinance and procedures. The following is a list of our comments. Documents Submitted: 1. Site Plan Narrative (3 Pages). 2. Plan Commission Submittal Application (3 Pages) dated June 6, 2026. 3. Multi-Family Development Plan Set (24 Pages) dated April 2026. 4. Multi-Family Development Architectural Plan Set (8 Pages) dated June 3, 2026. General Comments 1. The water main shall be a public utility and shall be looped through the site. Public water main shall be designed and constructed in accordance to City standards, specifications and details which can be provided. A 20’ wide min. water main easement shall be provided. A plan and profile sheet shall be provided for the water main. A WDNR water main extension permit will be required. 2. Access easements shall be provided throughout site to all storm water management facilities. 3. Total land disturbance is in excess of one acre. A WDNR NOI Permit will be required. 4. All work within STH 67 right-of-way shall be reviewed and permitted through WisDOT. 5. Applicant shall acquire all WDNR, WisDOT and applicable state and local permits prior to commencing work. 6. Site and utility layout shall be reviewed by the Fire Department to provide feedback on fire protection, including but not limited to; site access requirements, fire hydrant coverage, FDC locations, etc. Page 54 of 97 Multi-Family Development Plan Comments Sheet 2 – Existing Site Conditions 1. Show and label all existing easements on this sheet. Sheet 3- Overall Site Plan 1. Show and label all easements on this sheet including access and utility easements. 2. Consider providing sidewalk extensions along both access drives in order to connect into the Heritage Grove subdivision sidewalks. Sheet 4- West Site Plan 1. Consider adding a note to coordinate the driveway curb cut on Founders Way during the roadway construction. Sheet 5 – East Site Plan 1. Consider adding a note to coordinate the driveway curb cut on Founders Way during the roadway construction. Sheet 6 – West Utility Plan 1. The water main shall be looped through the site. Extend water main along the north access driveway and connect into the water main on Founders Way. Coordinate with the Heritage Grove Subdivision engineer, TRIO Engineering, so that a water main stub is provided beyond the pavement limits of Founders Way for this future looped connection point. 2. Provide plan and profile sheets for public water main extension that show pipe size, invert, slope, length, and material. 3. Provide a 20’ min. water main easement along the public water main, including hydrants for future City maintenance purposes. 4. Public water main shall be designed and constructed in accordance to City standards, specifications and details which can be provided. 5. Add utility crossing labels where water main and sanitary or storm sewer cross to ensure adequate separation per WDNR standards. Sheet 7- East Utility Plan 1. Refer to comments on Sheet 6 above. Sheets 8-9 - West & East Grading Plan 1. Add spot grades on handicap stalls to show ADA compliance. 2. A hydrologic and hydraulic analysis shall be completed for Depression 19D to compare predicted ponding elevations to adjacent roadway elevations and in relation to proposed building FFE to verify that overtopping and flooding of STH 67 and/or the new buildings will not occur. The analysis shall also evaluate the effects of back-to-back 100-year storm events. This analysis was requested as part of the overall storm water management report as well. Coordinate with TRIO engineering on this analysis. Sheets 11-13 – Miscellaneous Details Page 55 of 97 1. For the water main, the City standard fire hydrant is Waterous Pacer, Model WB -67, yellow in color. Add a detail or add plan notes to specify the hydrant. Multi-Family Development Architectural Plan Comments SLP101 – Site Lighting 1. Site lighting appears to be provided primarily by building -mounted fixtures, resulting in limited illumination away from the building footprint. Consider reviewing lighting levels along pedestrian routes, parking areas, and other commonly used site features to determine whether additional lighting is warranted to enhance visibility and user comfort. Please provide responses to the comments provided and review, revise, and resubmit the engineering plans and architectural plans addressing the comments as outlined above. Please call (414) 751 -7200 or email me at efox@kapurinc.com if you have any questions or comments regarding this review. Sincerely, Kapur Elizabeth Fox, P.E. Page 56 of 97 City of Plymouth 128 Smith St. - P.O. Box 107 Plymouth, WI 53073-0107 Tel ephone: (920) 893-3745 Facsimile: (920) 893-0183 Web Site: plymouthgov.com DATE: June 29, 2026 TO: Plan Commission FRO M: Tim Blakeslee, City Administrator/Utilities Manager RE: Cons ideration of the Creation of Tax Incremental District No. 11 and Review of its Project Plan Background: Tax Incremental Financing (TIF) is one of the most important tools available to Wisconsin municipalities to promote economic development and redevelopment. Through TIF, a municipality can use the increased property taxes generated within a designated Tax Incremental District (TID) to finance public improvements, property acquisition, and other eligible costs necessary to support development that would not otherwise occur. For a general overview of TIF, visit:https://www.ehlers-inc.com/wp- content/uploads/2023/02/Wisconsin-TID-101-2023- REV-2023-02-06-.pdf. Plymouth currently has six districts: TID #5, TID #6, TID #7, TID#8, TID#9, and TID#10 which can be seen pictured to the right. The City is proposing the creation of TID #11, designated as an Industrial District. The proposed district consists parcels located in the eastern partion of Plymouth with a focus on Sartori Cheese and other vacant city parcels. TID #11 is intended to support the new Sartori Manufacturing Addition, focused on the extension of a WPS gas main, with a mix of public improvements including a future water main and road relocation, facilities study, wastewater treatment plant infrastructure upgrades, legal and engineering services, financing costs, and administrative expenses. Note that some of these are currently unfunded projects. The proposed TID #11 Project Plan is included as Attachment 1. Ehlers, the City’s financial advisor, will present the project plan and be available to answer questions at the meeting. The manuf acturing facility is projected to generate approximately $4.7 million in new incremental value within the district and the generation of 25 new jobs. As required by state law, Proposed TID#11 Page 57 of 97 the statutory “but for” test has been applied and demonstrates that the development, as proposed, including the associated public infrastructure improvements, would not occur without the use of TIF. The City is also in the process of finalizing a development agreement with Sartori to ensure appropriate coverage for debt service related to the project, as required. Strategic Plan Alignment: TID #11 advances key goals from the City’s 2023–2026 Strategic Plan: • Outcome: Expanded Economic Development • Outcome: TIF District Utilization Expanded Timeline: The Joint Review Board will meet prior to Plan Commission on July 9 to review the project plan and provide feedback prior to the Plan Commission’s formal public hearing and consideration. Staff will provide a summary of the Joint Review Board comments at the Plan Commission meeting. The Common Council is scheduled to consider TID#11 on July 28, 2026. If the district moves forward, the Joint Review Board would be scheduled to reconvene after Council consideration for final approval. Staff Recommendation: Approve the resolution establishing the boundaries of and approving the project plan for Tax Incremental District No. 11. Attachments: • Resolution • Project Plan Page 58 of 97 RESOLUTION NO. _______ RESOLUTION ESTABLISHING THE BOUNDARIES OF AND APPROVING THE PROJECT PLAN FOR TAX INCREMENTAL DISTRICT NO. 11 WHEREAS, the City of Plymouth (the “City”) has determined that use of Tax Incremental Financing is required to promote development and redevelopment within the City; and WHEREAS, Tax Incremental District No. 11 (the “District”) is proposed to be created by the City in accordance with the provisions of Wisconsin Statutes Section 66.1105 (the "Tax Increment Law"); and WHEREAS, a Project Plan for the District has been prepared that includes: a. A statement listing of the kind, number and location of all proposed public works or improvements within the District, or to the extent provided in Wisconsin Statutes Sections 66.1105(2)(f)1.k. and 66.1105(2)(f)1.n., outside of the District; b. An economic feasibility study; c. A detailed list of estimated project costs; d. A description of the methods of financing all estimated project costs and the time when the related costs or monetary obligations are to be incurred; e. A map showing existing uses and conditions of real property in the District; f. A map showing proposed improvements and uses in the District; g. Proposed changes of zoning ordinances, master plan, map, building codes and City ordinances; h. A list of estimated non-project costs; i. A statement of the proposed plan for relocation of any persons to be displaced; j. A statement indicating how the District promotes the orderly development of the City; k. An opinion of the City Attorney or of an attorney retained by the City advising that the plan is complete and complies with Wisconsin Statutes Section 66.1105(4)(f); and WHEREAS, prior to its publication, a copy of the notice of public hearing was sent to the chief executive officers of Sheboygan County, the Plymouth Joint School District, and the Lakeshore College, and any other entities having the power to levy taxes on property located within the District, in accordance with the procedures specified in the Tax Increment Law; and WHEREAS, in accordance with the procedures specified in the Tax Increment Law, the Plan Commission, on July 9, 2026 held a public hearing concerning the proposed creation of the District, its proposed boundaries and its proposed Project Plan, providing interested parties a reasonable opportunity to express their views thereon. NOW, THEREFORE, BE IT RESOLVED by the Plan Commission of the City of Plymouth that: 1. It recommends to the Common Council that Tax Incremental District No. 11 be created with boundaries as designated in Exhibit A of this Resolution. 2. It approves and adopts the Project Plan for the District, attached as Exhibit B, and recommends its approval to the Common Council. Page 59 of 97 3. Creation of the District promotes orderly development in the City. Adopted this _____ day of _______________, 2026. Plan Commission Chair Secretary of the Plan Commission Page 60 of 97 EXHIBIT A - TAX INCREMENTAL DISTRICT NO. 11 BOUNDARY MAP [INCLUDED IN PROJECT PLAN] Page 61 of 97 EXHIBIT B - PROJECT PLAN [DISTRIBUTED SEPARATELY] Page 62 of 97 July 9, 2026 PROJECT PLAN City of Plymouth, Wisconsin Tax Incremental District No. 11 Prepared by: Ehlers N19W24400 Riverwood Drive, Suite 100 Waukesha, WI 53188 BUILDING COMMUNITIES. IT’S WHAT WE DO. Page 63 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 2 KEY DATES Organizational Joint Review Board Meeting: Scheduled for July 9, 2026 Public Hearing Held: Scheduled for July 9, 2026 Action by Plan Commission: Scheduled for July 9, 2026 Action by Common Council: Scheduled for July 28, 2026 Action by the Joint Review Board: Scheduled for TBD TABLE OF CONTENTS Executive Summary ................................ ................................ ................................ ................................ ..... 3 Preliminary Map of Proposed District Boundary ................................ ................................ ............ 6 Map Showing Existing Uses and Conditions ................................ ................................ .................... 9 Preliminary Parcel List and Analysis ................................ ................................ ................................ .... 11 Equalized Value Test ................................ ................................ ................................ ................................ . 12 Statement Listing the Kind, Number and Location of All Proposed Public Works or Improvements Within the District ................................ ................................ ................................ ....... 13 Map Showing Proposed Improvements and Uses ................................ ................................ ....... 20 Detailed List of Estimated Project Costs ................................ ................................ ......................... 24 Economic Feasibility Study, Description of the Methods of Financing Estimated Project Costs and the Time When Related Costs or Monetary Obligations are to be Incurred ................................ ................................ ................................ ................................ .......................... 25 Annexed Property ................................ ................................ ................................ ................................ ..... 30 Estimate of Property to Be Devoted to Retail Business ................................ ........................... 30 Proposed Changes of Zoning Ordinances, Master Plan, Map, Building Codes and City Ordinances ................................ ................................ ................................ ................................ .................... 30 Statement of the Proposed Method for the Relocation of any Persons to be Displaced ................................ ................................ ................................ ................................ ................................ ............ 31 How Creation of the Tax Incremental District Promotes the Orderly Development of the City ................................ ................................ ................................ ................................ ............................ 31 List of Estimated Non - Project Costs ................................ ................................ ................................ . 32 Legal Opinion Advising Whether the Plan is Complete and Complies with Wis. Stat. § 66.1105(4)(f) ................................ ................................ ................................ ................................ ................. 33 Calculation of the Share of Projected Tax Increments Estimated to be Paid by the Owners of Property in the Overlying Taxing Jurisdictions ................................ ...................... 35 Page 64 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 3 SECTION 1: Executive Summary DESCRIPTION OF DISTRICT Tax Incremental District (“TID”) No. 11 (“District”) is a proposed Industrial District comprising approximately 190 acres located in the general area of County Road PP and State Highway 57. The District will be created to pay the costs of facilitating the public infrastructure upgrades ( “Project”) to facilitate an expansion of Sartori Cheese (“Developer”). AUTHORITY The City is creating the District under the provisions of Wis. Stat. § 66.1105. ESTIMATED TOTAL PROJECT COST EXPENDITURES The City anticipates making total expenditures of approximately $ 2,081,481 (“Project Costs”) to undertake the projects listed in this Project Plan (“Plan”). Project Costs include an estimated $561,481 in long - term principal and interest payments, $775,00 in capital project costs, $490,000 to repay advances from other funds and $255,00 in ongoing planning and administrative costs. INCREMENTAL VALUATION The City projects that new land and improvements value of approximately $ 4,700,000 will result from the Project. Creation of this additional value will be made possible by the Project Costs made within the District. A table detailing assumptions as to the development timing and associated values is included in the Economic Feasibility St udy located within this Plan. EXPECTED TERMINATION OF DISTRICT Based on the Economic Feasibility Study located within Section 9 of this Plan, the City anticipates that the District will generate sufficient tax increment to pay all Project Costs within 20 of its allowable 20 years. SUMMARY OF FINDINGS As required by Wis. Stat. § 66.1105, and as documented in this Plan and the exhibits contained and referenced herein, the following findings are made: 1. That “but for” the creation of this District, the development projected to occur as detailed in this Plan: 1) would not occur; or 2) would not occur in the manner, at the values, or within the timeframe desired by the City. In reaching this determination, the City has considered: The substantial investment needed to provide the public infrastructure necessary to allow for development within the District. Absent the use of tax Page 65 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 4 incremental financing, the City is unable to fully fund this program of infrastructure improvements. 2. The economic benefits of the District, as measured by increased employment, business and personal income, and property value, are sufficient to compensate for the cost of the improvements. In making this determination, the City has considered the following information: The expectation that the Project add an additi onal 27 jobs to the area and that the Developer is likely to purchase goods and services from local suppliers in construction of the Project, and induced effects of employee households spending locally for goods and services from retailers, restaurants and service companies. 3. The benefits of the proposal outweigh the anticipated tax increments to be paid by the owners of property in the overlying taxing jurisdictions. As required by Wis. Stat. § 66.1105(4)(i)4., a calculation of the share of projected tax increments estimated t o be paid by the owners of property in the overlying taxing jurisdictions has been prepared and can be found in this Plan. However, because the Project would not occur without the use of tax incremental financing, these tax increments would not be paid but for creation of the District. Accordingly, the City finds that the benefits expected to be realized as set forth in this Plan outweigh the value of the tax increments to be invested in the Project. 4. Not less than 50% by area of the real property within the District is suitable for industrial sites as defined by Wis. Stat. § 66.1101, and has been zoned for industrial use. Any real property within the District that is found suitable for industrial sites and is zoned for industrial use at t he time of creation of the District will remain zoned for industrial use for the life of the District. 5. Based on the foregoing finding, the District is designated as an industrial district. 6. The Project Costs relate directly to promoting industrial development in the District, consistent with the purpose for which the District is created. 7. Improvements to be made in the District are likely to significantly enhance the value of substantially all of the other real property in the District. 8. The equalized value of taxable property in the District, plus the incremental value of all existing tax incremental districts within the City does not exceed 12% of the total equalized value of taxable property within the City. Page 66 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 5 9. The City estimates tha t less than 35% of the territory within the District will be devoted to retail business at the end of the District’s maximum expenditure period, pursuant to Wis. Stat. § 66.1105(5)(b). 10. That there are no parcels to be included within the District that were annexed by the City within the preceding three - year period. 11. The Plan for the District is feasible and is in conformity with the Master Plan of the City. Page 67 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 6 SECTION 2: Preliminary Map of Proposed District Boundary Map s Found on Following Page. To the extent District boundaries include wetlands identified on a map prepared under Wis. Stat. § 23.32, the wetlands are excluded from the District. Page 68 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 7 Page 69 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 8 Page 70 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 9 SECTION 3: Map Showing Existing Uses and Conditions Map Found on Following Page. Page 71 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 10 Page 72 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 11 SECTION 4: Preliminary Parcel List and Analysis ROW Areas 0.00 59271822647 WILLOW ROAD CITY OF PLYMOUTH 24.03 24.03 59271820935 WILLOW ROAD CITY OF PLYMOUTH 11.73 11.73 59271820938 N5490 WILLOW RD   PLYMOUTH INDUSTRIAL DEVELOPMENT CORPORATION 11.77 11.77 59271820941 N/A PLYMOUTH INDUSTRIAL DEVELOPMENT CORPORATION 11.13 11.13 59271820942 N/A PLYMOUTH INDUSTRIAL DEVELOPMENT CORPORATION 12.68 12.68 59271820957 N/A PLYMOUTH INDUSTRIAL DEVELOPMENT CORPORATION 1.63 1.63 59271820946 N/A PLYMOUTH INDUSTRIAL DEVELOPMENT CORPORATION 0.30 0.30 59271820960 N/A STATE OF WI DEPT OF TRANSPORTATION 9.39 0.00 59271820953 SARTORI WHEY CITY OF PLYMOUTH 1.99 0.00 59271820890 N/A LAWN BOY INC 23.39 23.39 59271820910 STATE HIGHWAY 57 LAWN BOY INC 24.14 24.14 59271820955 4200 CTH PP SFC-PLMOUTH LLC 22.31 22.31 59271820940 N/A LAWN BOY INC 5.52 5.52 59271820931 1001 SARTORI WHEY SARTORI REAL ESTATE LLC 2.00 2.00 59271821081 N/A CITY OF PLYMOUTH 4.60 4.60 59271821067 COUNTY ROAD PP CITY OF PLYMOUTH 0.40 0.40 59271821066 N/A CITY OF PLYMOUTH 1.14 1.14 59271821073 N/A CITY OF PLYMOUTH 3.36 3.36 59271822687 N/A CITY OF PLYMOUTH 2.67 0.00 59271820952 WILLOW ROAD SHEBOYGAN COUNTY 0.84 0.00 59271822693 N/A SHEBOYGAN COUNTY 0.89 0.89 59271820950 WILLOW RD & COUNTY RD CITY OF PLYMOUTH 12.75 59271820943 COUNTY ROAD PP CITY OF PLYMOUTH 1.09 TOTALS 189.75 161.02 Percentage of TID Area Suitable for Mixed Use Development (at least 50%) 85% Percentage of TID Area Not Suitable for Development 15% Wetland Acreage Removed from District Boundaries 30.23 Owner Acres Industrial Suitable Acres Parcel Number Address Page 73 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 12 SECTION 5: Equalized Value Test The following calculations demonstrate that the City expects to be in compliance with Wis. Stat. § 66.1105(4)(gm)4.c., which requires that the equalized value of the taxable property in the proposed District, plus the value increment of all existing tax in cremental districts, does not exceed 12% of the total equalized value of taxable property within the City . The equalized value of the increment of existing tax incremental districts within the City, plus the base value of the proposed District, totals $ 46,955,100. This value is less than the maximum of $ 151,383,516 in equalized value that is permitted for the City . Calculation of City Equalized Value Limit City TID IN Equalized Value (Jan. 1, 2025) 1,261,529,300 $ TID Valuation Limit @ 12% of Above Value 151,383,516 $ Calculation of Value Subject to Limit Estimated Base Value of Territory to be Included in District 10,707,000 $ Incremental Value of Existing Districts (Jan. 1, 2025) 36,248,100 $ Total Value Subject to 12% Valuation Limit 46,955,100 $ Total Percentage of TID IN Equalized Value 3.72% Residual Value Capacity of TID IN Equalized Value 104,428,416 $ Valuation Test Compliance Calculation City of Plymouth, Wisconsin Tax Increment District No. 11 Page 74 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 13 SECTION 6: Statement Listing the Kind, Number and Location of All Proposed Public Works or Improvements Within the District Project Costs are any expenditure made, estimated to be made, or monetary obligations incurred or estimated to be incurred as outlined in this Plan. Project Costs will be diminished by any income, special assessments or other revenues, including user fees or charges, other than tax increments, received or reasonably expected to be received in connection with the implementation of the Plan. If Project Costs incurred benefit territory outside the District, a proportionate share of the cost is not a Project Co st. Costs identified in this Plan are preliminary estimates made prior to design considerations and are subject to change after planning, design and construction is completed. With all Project Costs, the costs of engineering, design, survey, inspection, materials, construction, restoring property to its original condition, apparatus necessary for public works, legal and other consultant fees, testing, environmental studies, perm its, updating City ordinances and plans, judgments or claims for damages and other expenses are included as Project Costs. The following is a list of public works and other tax incremental financing eligible Project Costs that the City expects to make, or may need to make, in conjunction with the implementation of the District’s Plan. The map found in Section 7 of this Plan al ong with the Detailed List of Project Costs found in Section 8 provide additional information as to the kind, number and location of potential Project Costs. Property, Right - of - Way and Easement Acquisition Property Acquisition for Development To promote and facilitate development the City may acquire property within the District. The cost of property acquired, and any costs associated with the transaction, are eligible Project Costs. Following acquisition, other Project Costs within the categor ies detailed in this Section may be incurred to make the property suitable for development. Any revenue received by the City from the sale of property acquired pursuant to the execution of this Plan will be used to reduce the total project costs of the Dis trict. If total Project Costs incurred by the City to acquire property and make it suitable for development exceed the revenues or other consideration received from the sale or lease of that property, the net amount shall be considered “real property assem bly costs” as Page 75 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 14 defined in Wis. Stat. § 66.1105(2)(f)1.c., and subject to recovery as an eligible Project Cost. Property Acquisition for Conservancy To promote the objectives of this Plan, the City may acquire property within the District that it will designate for conservancy. These conservancy objectives include: preserving historic resources or sensitive natural features; protection of scenic and hi storic views; maintaining habitat for wildlife; maintaining adequate open space; reduction of erosion and sedimentation by preserving existing vegetation; and providing adequate areas for management of stormwater. The cost of property acquired for conserva ncy, and any costs associated with the transaction, are eligible Project Costs. Acquisition of Rights - of - Way The City may need to acquire property to allow for installation of streets, driveways, sidewalks, utilities, stormwater management practices and other public infrastructure. Costs incurred by the City to identify, negotiate and acquire rights - of - way are el igible Project Costs. Acquisition of Easements The City may need to acquire temporary or permanent easements to allow for installation and maintenance of streets, driveways, sidewalks, utilities, stormwater management practices and other public infrastructure. Costs incurred by the City to identify, negotiate and acquire easement rights are eligible Project Costs. Relocation Costs If relocation expenses are incurred in conjunction with the acquisition of property, those expenses are eligible Project Costs. These costs may include, but are not limited to: preparation of a relocation plan; allocations of staff time; legal fees; public ation of notices; obtaining appraisals; and payment of relocation benefits as required by Wis. Stat. Chapter 32 and Wis. Admin. Code ADM 92. Site Preparation Activities Environmental Audits and Remediation If it becomes necessary to evaluate any land or improvement within the District, any cost incurred by the City related to environmental audits, testing, and remediation are eligible Project Costs . Demolition Page 76 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 15 To make sites suitable for development, the City may incur costs related to demolition and removal of structures or other land improvements, to include abandonment of wells or other existing utility services. Site Grading Land within the District may require grading to make it suitable for development, to provide access, and to control stormwater runoff. The City may need to remove and dispose of excess material, or bring in fill material to provide for proper site elevatio ns. Expenses incurred by the City for site grading are eligible Project Costs. Utilities Sanitary Sewer System Improvements To allow development to occur, the City may need to construct, alter, rebuild or expand sanitary sewer infrastructure within the District. Eligible Project Costs include, but are not limited to, construction, alteration, rebuilding or expansion of: collect ion mains; manholes and cleanouts; service laterals; force mains; interceptor sewers; pumping stations; lift stations; wastewater treatment facilities; and all related appurtenances. To the extent sanitary sewer projects undertaken within the District prov ide direct benefit to land outside of the District, the City will make an allocation of costs based on such benefit. Those costs corresponding to the benefit allocated to land within the District, and necessitated by the implementation of the Project Plan, are eligible Project Costs. Implementation of the Project Plan may also require that the City construct, alter, rebuild or expand sanitary sewer infrastructure located outside of the District. That portion of the costs of sanitary sewer system projects un dertaken outside the District which are necessitated by the implementation of the Project Plan are eligible Project Costs. Water System Improvements To allow development to occur, the City may need to construct, alter, rebuild or expand water system infrastructure within the District. Eligible Project Costs include, but are not limited to, construction, alteration, rebuilding or expansion of: distribut ion mains; manholes and valves; hydrants; service laterals; pumping stations; wells; water treatment facilities; storage tanks and reservoirs; and all related appurtenances. To the extent water system projects undertaken within the District provide direct benefit to land outside of the District, the City will make an allocation of costs based on such benefit. Those costs corresponding to the benefit allocated to land within the District, and necessitated by the implementation of the Project Plan, are eligib le Project Costs. Implementation of the Project Plan may also require that the City construct, alter, rebuild or Page 77 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 16 expand water system infrastructure located outside of the District. That portion of the costs of water system projects undertaken outside the District which are necessitated by the implementation of the Project Plan are eligible Project Costs. Stormwater Management System Improvements Development within the District will cause stormwater runoff. To manage this stormwater runoff, the City may need to construct, alter, rebuild or expand stormwater management infrastructure within the District. Eligible Project Costs include, but are not l imited to, construction, alteration, rebuilding or expansion of: stormwater collection mains; inlets, manholes and valves; service laterals; ditches; culvert pipes; box culverts; bridges; stabilization of stream and river banks; and infiltration, filtratio n and detention Best Management Practices (BMP’s). To the extent stormwater management system projects undertaken within the District provide direct benefit to land outside of the District, the City will make an allocation of costs based on such benefit. T hose costs corresponding to the benefit allocated to land within the District, and necessitated by the implementation of the Project Plan, are eligible Project Costs. Implementation of the Project Plan may also require that the City construct, alter, rebui ld or expand stormwater management infrastructure located outside of the District. That portion of the costs of stormwater management system projects undertaken outside the District which are necessitated by the implementation of the Project Plan are eligi ble Project Costs. Electric Service To create sites suitable for development, the City may incur costs to provide, relocate or upgrade electric services. Relocation may require abandonment and removal of existing poles or towers, installation of new poles or towers, or burying of overhead el ectric lines. Costs incurred by the City to undertake this work are eligible Project Costs. Gas Service To create sites suitable for development, the City may incur costs to provide, relocate or upgrade gas mains and services. Costs incurred by the City to undertake this work are eligible Project Costs. Communications Infrastructure To create sites suitable for development, the City may incur costs to provide, relocate or upgrade infrastructure required for voice and data communications, Page 78 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 17 including, but not limited to: telephone lines, cable lines and fiber optic cable. Costs incurred by the City to undertake this work are eligible Project Costs. Streets and Streetscape Street Improvements To allow development to occur, the City may need to construct or reconstruct streets, highways, alleys, access drives and parking areas. Eligible Project Costs include, but are not limited to: excavation; removal or placement of fill; construction of road base; asphalt or concrete paving or rep aving; installation of curb and gutter; installation of sidewalks and bicycle lanes; installation of culverts, box culverts and bridges; rail crossings and signals; utility relocation, to include burying overhead utility lines; street lighting; installatio n of traffic control signage and traffic signals; pavement marking; right - of - way restoration; installation of retaining walls; and installation of fences, berms, and landscaping. Streetscaping and Landscaping To attract development consistent with the objectives of this Plan, the City may install amenities to enhance development sites, rights - of - way and other public spaces. These amenities include, but are not limited to: landscaping; lighting of streets, sidew alks, parking areas and public areas; installation of planters, benches, clocks, tree rings, trash receptacles and similar items; and installation of brick or other decorative walks, terraces and street crossings. These and any other similar amenities inst alled by the City are eligible Project Costs. Community Development Cash Grants (Development Incentives) The City may enter into agreements with property owners, lessees, or developers of land located within the District for sharing costs to encourage the desired kind of improvements and assure tax base is generated sufficient to recover Project Costs. No cas h grants will be provided until the City executes a developer agreement with the recipient of the cash grant. Any payments of cash grants made by the City are eligible Project Costs. Cont ribution to Community Development Authority (CDA) As provided for in Wis. Stat. § 66.1105(2)(f)1.h and Wis. Stat. § 66.1333(13), the City may provide funds to its CDA to be used for administration, planning operations, and capital costs, including but not limited to real property acquisition, related to the purposes for which it was established in furtherance of any redevelopment or urban renewal project. Funds provided to the CDA for this purpose are eligible Project Costs. Page 79 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 18 Revolving Loan/Grant Program (Development Incentives) To encourage private development consistent with the objectives of this Plan, the City, through its CDA , may provide loans or grants to eligible property owners in the District. Eligible improvements will be those that are likely to improve the value of the property, enhance the visual appearance of the property and surrounding area, correct safety deficienci es, or as otherwise specified by the CDA in the program manual. Any funds returned to the CDA from the repayment of loans made are not considered reven ues to the District, and will not be used to offset District Project Costs. Instead, these funds may be placed into a revolving fund and will continue to be used for the program purposes stated above. Any funds provided to the CDA for purposes of implementing this program are considered eligible Project Costs. Miscellaneous Rail Spur To allow for development, the City may incur costs for installation of a rail spur or other railway improvements to serve development sites located within the District. Projects Outside the Tax Increment District Pursuant to Wis. Stat. § 66.1105(2)(f)1.n, the City may undertake projects within territory located within one - half mile of the boundary of the District provided that: 1) the project area is located within the City’s corporate boundaries; and 2) the projec ts are approved by the Joint Review Board. The cost of projects completed outside the District pursuant to this section are eligible project costs, and may include any project cost that would otherwise be eligible if undertaken within the District. The Cit y intends to make the following project cost expenditures outside the District: - New Drinking Well - $250,000 - Sanitary Force Main - $150,000 - WWTP Facilities Plan - $50,000 - WWTP Upgrades - $100,000 - Terciary Effluent Filtration - $500,000 Professional Service and Organizational Costs The costs of professional services rendered, and other costs incurred, in relation to the creation, administration and termination of the District, and the undertaking of the projects contained within this Plan, are eligible Project Costs. Professional ser vices include but are not limited to: architectural; environmental; planning; engineering; legal; audit; financial; and the costs of Page 80 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 19 informing the public with respect to the creation of the District and the implementation of the Plan. Administrative Costs The City may charge to the District as eligible Project Costs reasonable allocations of administrative costs, including, but not limited to, employee salaries. Costs allocated will bear a direct connection to the time spent by City employees relating to th e implementation of the Plan. Financing Costs Interest expense, debt issuance expenses, redemption premiums, and any other fees and costs incurred in conjunction with obtaining financing for projects undertaken under this Plan are eligible Project Costs. Page 81 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 20 SECTION 7: Map Showing Proposed Improvements and Uses Map s Found on Following Page. Page 82 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 21 Page 83 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 22 Page 84 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 23 Page 85 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 24 SECTION 8: Detailed List of Estimated Project Costs The following list identifies the Project Costs that the City currently expects to incur in implementing the District’s Plan. All projects identified and related costs reflect the best estimates available as of the date of preparation of this Plan. All cos ts are preliminary estimates and may increase or decrease. Certain Project Costs listed may become unnecessary, and other Project Costs not currently identified may need to be made. (Section 6 details the general categories of eligible Project Costs). Chan ges in Project Cost totals or the types of Project Costs to be incurred will not require that this Plan be amended. T his Plan is not meant to be a budget nor an appropriation of funds for specific Project Costs, but a framework within which to manage Project Costs. Project ID Project Name/Type Phase I Ongoing Non-Project Costs Totals 1/2 Mile Est. Timing 1 New Drinking Well 250,000 1,550,000 250,000 250,000 2027 5 Water Main Reroute 325,000 325,000 2028 6 Sanitary Force Main 150,000 1,350,000 150,000 150,000 2027 11 WWTP Facility Plan 50,000 100,000 50,000 50,000 2026 9 New Road Construction 150,000 150,000 2028 11 WWTP Upgrades 100,000 34,900,000 100,000 100,000 2030 8 Terciary Effluent Filtration 500,000 4,500,000 500,000 500,000 2027 12 WPS Gas Main 400,000 400,000 2027 Interest on Long Term Debt 176,481 0 Financing Costs 57,850 0 Ongoing Planning & Administrative Costs 255,000 255,000 Total Projects 1,925,000 489,331 42,400,000 2,180,000 1,050,000 City of Plymouth, Wisconsin Tax Increment District No. 11 Detailed List of Estimated Project Costs Est. Cost Page 86 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 25 SECTION 9: Economic Feasibility Study, Description of the Methods of Financing Estimated Project Costs and the Time When Related Costs or Monetary Obligations are to be Incurred This Section includes a forecast of the valuation increases expected within the District, the associated tax increment collections, a summary of how Project Costs would be financed, and a projected cash flow demonstrating that the District is economically feasible. Key Assumptions The Project Costs the City plans to make are expected to create $ 4,700,000 million in incremental value by 2027, Estimated valuations and timing for construction of the Project are included in Table 1. Assuming the City’s current equalized TID Interim tax rate of $13.80 per thousand of equalized value, and no economic appreciation or depreciation, the Project would generate $1,264,530 in incremental tax revenue over the 20 - year term of the District as shown in Table 2 . Tab le 1 – Development Assumptions Annual Total 1 2026 2,350,000 2,350,000 2026 1 2 2027 2,350,000 2,350,000 2027 2 3 2028 0 2028 3 Totals 4,700,000 4,700,000 Construction Year Construction Year City of Plymouth, Wisconsin Tax Increment District No. 11 Development Assumptions Sartori Phase 1 Page 87 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 26 Table 2 – Tax Increment Projection Worksheet Type of District Base Value 10,707,000 District Creation Date Economic Change Factor 0.00% Valuation Date Jan 1, 2026 Apply to Base Value Max Life (Years) Base Tax Rate 13.80$ End of Expenditure Period 15 7/28/2041 Rate Adjustment Factor 0.00% Revenue Periods/Final Year 20 2047 Extension Eligibility/Years Yes 3 Eligible Recipient District Construction Year Value Added Valuation Year Economic Change Total Increment Revenue Year Tax Rate1 Tax Increment 1 2026 2,350,000 2027 0 2,350,000 2028 $13.80 32,424 2 2027 2,350,000 2028 0 4,700,000 2029 $13.80 64,848 3 2028 0 2029 0 4,700,000 2030 $13.80 64,848 4 2029 0 2030 0 4,700,000 2031 $13.80 64,848 5 2030 0 2031 0 4,700,000 2032 $13.80 64,848 6 2031 0 2032 0 4,700,000 2033 $13.80 64,848 7 2032 0 2033 0 4,700,000 2034 $13.80 64,848 8 2033 0 2034 0 4,700,000 2035 $13.80 64,848 9 2034 0 2035 0 4,700,000 2036 $13.80 64,848 10 2035 0 2036 0 4,700,000 2037 $13.80 64,848 11 2036 0 2037 0 4,700,000 2038 $13.80 64,848 12 2037 0 2038 0 4,700,000 2039 $13.80 64,848 13 2038 0 2039 0 4,700,000 2040 $13.80 64,848 14 2039 0 2040 0 4,700,000 2041 $13.80 64,848 15 2040 0 2041 0 4,700,000 2042 $13.80 64,848 16 2041 0 2042 0 4,700,000 2043 $13.80 64,848 17 2042 0 2043 0 4,700,000 2044 $13.80 64,848 18 2043 0 2044 0 4,700,000 2045 $13.80 64,848 19 2044 0 2045 0 4,700,000 2046 $13.80 64,848 20 2045 0 2046 0 4,700,000 2047 $13.80 64,848 Totals 4,700,000 0 Future Value of Increment 1,264,530 Notes: 1) Tax rate shown is actual 2025/2026 rate per DOR Form PC-202 (Tax Increment Collection Worksheet). No City of Plymouth, Wisconsin Tax Increment District No. 11 Tax Increment Projection Worksheet Mixed Use July 28, 2026 20 Page 88 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 27 Financing and Implementation The projects funded through this project plan will be financed both with long - term General Obligation Debt and advances from other funds. Table 3. provides a summary of the District’s financing plan. Table 3 – Financing Plan G.O. Promissory Note 2030 Projects Phase I 325,000 Total Project Funds 325,000 Estimated Finance Related Expenses 57,850 Total Financing Required 382,850 Estimated Interest 3.00% (2,438) Assumed spend down (months) 3 Rounding 4,588 Net Issue Size 385,000 City of Plymouth, Wisconsin Tax Increment District No. 11 Estimated Financing Plan DEBT ISSUES Page 89 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 28 Page 90 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 29 Based on the Project Cost expenditures as included within the cash flow exhibit (Table 4) , the District is projected to accumulate sufficient funds by the year 2045 to pay off all Project cost liabilities and obligations. The projected closure is based on the various assumptions noted in this Plan and wi ll vary dependent on actual Project Costs incurred and the actual amount of tax increments collected. Table 4 – Cash Flow Total $385,000 Debt Year Issue Total Service Year 2026 480,000 480,000 0 0 450,000 30,000 480,000 0 0 0 2026 2027 10,000 10,000 0 0 10,000 10,000 0 0 0 2027 2028 32,424 32,424 0 0 10,000 10,000 22,424 22,424 385,000 2028 2029 64,848 64,848 0 0 10,000 10,000 54,848 77,272 385,000 2029 2030 64,848 132,000 325,000 521,848 0 0 325,000 264,119 10,000 599,119 (77,271) 0 385,000 2030 2031 64,848 64,848 26,150 26,150 28,698 10,000 64,848 (0) 0 375,000 2031 2032 64,848 64,848 25,725 25,725 29,123 10,000 64,848 (0) (0) 365,000 2032 2033 64,848 64,848 25,300 25,300 29,547 10,000 64,847 1 0 355,000 2033 2034 64,848 64,848 24,875 24,875 29,973 10,000 64,848 (0) 0 345,000 2034 2035 64,848 64,848 24,450 24,450 30,398 10,000 64,848 (0) (0) 335,000 2035 2036 64,848 64,848 24,025 24,025 30,823 10,000 64,848 (0) (0) 325,000 2036 2037 64,848 64,848 33,388 33,388 21,460 10,000 64,848 0 (0) 305,000 2037 2038 64,848 64,848 32,538 32,538 22,310 10,000 64,848 0 0 285,000 2038 2039 64,848 64,848 31,688 31,688 3,549 10,000 45,237 19,611 19,611 265,000 2039 2040 64,848 64,848 40,625 40,625 10,000 50,625 14,223 33,834 235,000 2040 2041 64,848 64,848 39,350 39,350 15,000 54,350 10,498 44,332 205,000 2041 2042 64,848 64,848 38,075 38,075 10,000 48,075 16,773 61,104 175,000 2042 2043 64,848 64,848 36,800 36,800 10,000 46,800 18,048 79,152 145,000 2043 2044 64,848 64,848 35,525 35,525 10,000 45,525 19,323 98,475 115,000 2044 2045 64,848 64,848 34,250 34,250 10,000 44,250 20,598 119,073 85,000 2045 2046 64,848 64,848 42,763 42,763 10,000 52,763 12,085 131,158 45,000 2046 2047 64,848 64,848 45,956 45,956 20,000 65,956 (1,109) 130,049 0 2047 Totals 1,264,530 132,000 490,000 325,000 2,211,530 561,481 561,481 775,000 490,000 255,000 2,081,481 Totals Notes: City of Plymouth, Wisconsin Tax Increment District No. 11 Cash Flow Projection Advance from Other Funds Property Sales Tax Increments Debt Proceeds Ongoing Planning & Administratio Projected Expenditures Liabilities Outstanding PROJECTED CLOSURE YEAR Projected Revenues Total Revenues Balances Capital Projects Repayment of Advances 2030 G.O. Promissory Note Total Expenditures Annual Cumulative Page 91 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 30 SECTION 10: Annexed Property A tax incremental district cannot include annexed territory unless at least three years have elapsed since the annexation, or certain other requirements are met. None of the property within the proposed District boundary was annexed during the past three years. SECTION 11: Estimate of Property to Be Devoted to Retail Business Pursuant to Wis. Stat. § 66.1105(5)(b), the City estimates that less than 35% of the territory within the District will be devoted to retail business at the end of the District’s maximum expenditure period. SECTION 12: Proposed Changes of Zoning Ordinances, Master Plan, Map, Building Codes and City Ordinances Zoning Ordinances The proposed Plan is in general conformance with the City’s current zoning ordinances. Individual properties may require rezoning at the time of development. Land within the District zoned industrial at the time of District creation will remain in a zoning classification suitable for industrial sites for the life of the District. Master (Comprehensive) Plan and Map The proposed Plan is in general conformance with the City’s Comprehensive Plan identifying the area as appropriate for industrial development. Building Codes and Ordinances Development within the District will be required to conform to State Building Codes and will be subject to the City's permitting and inspection procedures. The proposed Plan conforms to all relevant State and local ordinances, plans, and codes. No changes to the existing regulations are proposed or needed. Page 92 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 31 SECTION 13: Statement of the Proposed Method for the Relocation of any Persons to be Displaced Should implementation of this Plan require relocation of individuals or business operations, relocations will be handled in compliance with Wis. Stat. Chapter 32 and Wis. Admin. Code ADM 92. SECTION 14: How Creation of the Tax Incremental District Promotes the Orderly Development of the City Creation of the District and the implementation of the projects in its Plan will promote the orderly development of the City by creating new industrial sites , providing necessary public infrastructure improvements , providing appropriate financial incentives for private development projects . Through use of tax increment financing, the City can attract new investment that results in increased tax base. Development will occur in an orderly fashion in accordance with approved plans so that the Projects will be compatible with adjacent land uses. Development of new uses in the District will add to the tax base and will generate positive secondary impacts in the community such as increased employment opportunities and maintaining large industries in the City . Page 93 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 32 SECTION 15: List of Estimated Non - Project Costs Non - project costs are public works projects which only partly benefit the District. Costs incurred that do not benefit the District may not be paid with tax increments. Examples of non - project costs are: • A public improvement made within the District that also benefits property outside the District. That portion of the total Project Costs allocable to properties outside of the District would be a non - project cost. • A public improvement made outside the District that only partially benefits property within the District. That portion of the total Project Costs allocable to properties outside of the District would be a non - project cost. • Projects undertaken within the District as part of the implementation of this Project Plan, the costs of which are paid fully or in part by impact fees, grants, special assessments, or revenues other than tax increments. T he Plan includes the following non - project costs: Project ID Project Name/Type Non-Project Costs Est. Timing 1 New Drinking Well 1,550,000 2027 5 Water Main Reroute 2028 6 Sanitary Force Main 1,350,000 2027 11 WWTP Facility Plan 100,000 2026 9 New Road Construction 2028 11 WWTP Upgrades 34,900,000 2030 8 Terciary Effluent Filtration 4,500,000 2027 12 WPS Gas Main 2027 Interest on Long Term Debt Financing Costs Ongoing Planning & Administrative Costs Total Projects 42,400,000 City of Plymouth, Wisconsin Tax Increment District No. 11 Detailed List of Estimated Project Costs Est. Cost Page 94 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 33 SECTION 16: Legal Opinion Advising Whether the Plan is Complete and Complies with Wis. Stat. § 66.1105(4)(f) Legal Opinion Found on Following Page. Page 95 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 34 NEED WET SIGNATURE & DATED LEGAL OPINION ON ATTORNEY LETTERHEAD SAMPLE Mayor City of Plymouth 128 Smith St Plymouth, Wisconsin 53073 RE: Project Plan for Tax Incremental District No. 11 Dear Mayor: Wisconsin Statute 66.1105(4)(f) requires that a project plan for a tax incremental financing district include an opinion provided by the City Attorney advising as to whether the plan is complete and complies with Wisconsin Statute 66.1105. As City Attorney for the City of Plymouth, I have been asked to review the above - referenced project plan for compliance with the applicable statutory requirements. Based upon my review, in my opinion, the Project Plan for the City of Plymouth Tax Increment al District No. 11 is complete and complies with the provisions of Wisconsin Statute 66.1105. Sincerely, City Attorney Page 96 of 97 Tax Incremental District No. 11 Project Plan City of Plymouth Prepared by Ehlers Page | 35 SECTION 17: Calculation of the Share of Projected Tax Increments Estimated to be Paid by the Owners of Property in the Overlying Taxing Jurisdictions The following projection is provided to meet the requirements of Wis. Stat. § 66.1105(4)(i)4. Revenue Year Sheboygan County City of Plymouth School District of Plymouth Lakeshore Technical College Total Revenue Year 2028 7,149 11,448 12,672 1,155 32,424 2028 2029 14,297 22,897 25,343 2,311 64,848 2029 2030 14,297 22,897 25,343 2,311 64,848 2030 2031 14,297 22,897 25,343 2,311 64,848 2031 2032 14,297 22,897 25,343 2,311 64,848 2032 2033 14,297 22,897 25,343 2,311 64,848 2033 2034 14,297 22,897 25,343 2,311 64,848 2034 2035 14,297 22,897 25,343 2,311 64,848 2035 2036 14,297 22,897 25,343 2,311 64,848 2036 2037 14,297 22,897 25,343 2,311 64,848 2037 2038 14,297 22,897 25,343 2,311 64,848 2038 2039 14,297 22,897 25,343 2,311 64,848 2039 2040 14,297 22,897 25,343 2,311 64,848 2040 2041 14,297 22,897 25,343 2,311 64,848 2041 2042 14,297 22,897 25,343 2,311 64,848 2042 2043 14,297 22,897 25,343 2,311 64,848 2043 2044 14,297 22,897 25,343 2,311 64,848 2044 2045 14,297 22,897 25,343 2,311 64,848 2045 2046 14,297 22,897 25,343 2,311 64,848 2046 2047 14,297 22,897 25,343 2,311 64,848 2047 Totals 278,794 446,484 494,197 45,056 1,264,530 Estimated portion of taxes that owners of taxable property in each taxing jurisdiction overlaying district would pay by jurisdiction. City of Plymouth, Wisconsin Tax Increment District No. 11 Page 97 of 97