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City of Hartford · Washington County · meeting of May 11, 2026 · Agendas

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Notice and Agenda Hartford City Plan Commission Common Council Chambers Lower-Level City Hall - 109 North Main Street Date: May 11, 2026 Time: 6:00pm 1. Call to Order 2. Minutes for March 9, 2026 3. Appearances 4. Discussion & Consideration of a proposed Site Plan & Architectural Review in the M-1, Light Industrial District for A&N Contracting, LLC at 1320 C. T. H. U (Tax Key 36-1702-001-005). 5. Discussion and Consideration of a Final Plat of Fairway Meadows 1 (Tax Keys: 36-1501-002-001, 36-1504-002- 034, 36-1501-002-003, and 36-1504-002-019). 6. Discussion and Consideration of an Ordinance amending Section § 52.1111(B)(2), Refuse Storage under Chapter 52, City of Hartford Zoning Code. 7. Discussion and Consideration of the Rezoning of a Parcel from C-1 Conservation District to B-2, Community Business District at 158 North Pike Lake Drive (Tax Key: 36-2201-008-062). 8. Discussion and Consideration for a Certified Survey Map at 1501 Innovation Way (Tax Key: 36-1804-002-015). 9. Discussion & Consideration of a proposed Site Plan & Architectural Review in the M-2, General Industrial District for DJS Manufacturing, Inc. at 1501 Innovation Way (Tax Key 36-1804-002-015). 10. Adjournment __________________________________________________________________________________________ “Persons with disabilities requiring special accommodations for attendance at the meeting should contact City Clerk at least one (1) business day prior to the meeting.” “Members of the Common Council may attend the above meeting. Pursuant to State ex. rel. Badke v. Greendale Village Board, 173 Wis.2d 553, 494 N W 2d 408 (1993) such attendance may be considered a meeting of the Common Council. This notice is given so that members of the Common Council may attend the meeting without violating the open meeting law.” Page 1 of 5 PLAN COMMISSION City of Hartford, Wisconsin April 13, 2026 ATTENDANCE: (P) – present; (A/E) – absent/excused; A – (absent) Chairperson Dennis J. Regan: P Vice-Chairperson Tony Andereck: P Alderperson Liaison Jeff Turchi: P Member Dave Piquett: P Member Scott Roethke: P Member Ralph Kuepper: A/E Member Scott Henke: P Alternate Robert Jewell: N/A Alternate Dean Kirley: N/A Members present: 5 Members absent: 1 Quorum (5 members): Y ALSO PRESENT: City Planner Jacob Maas Call to Order: Chairperson Regan called the meeting to order at 6:00 p.m. Minutes: Minutes of March 9, 2026, were reviewed. Motion by Piquett, seconded by Henke to approve minutes. Motion carried. Appearances: Carl Schulz, developer, appearing on behalf of the Dublin Downs Preliminary Plat in Erin Discussion and Consideration for the Extraterritorial Review of the Dublin Downs Preliminary Plat on State Highway 83, Town of Erin (Tax Key: T3-0180). Mr. Maas reviewed the executive summary and provided the following staff comments and recommendation: Pursuant to Article II, City Covenants under the Intergovernmental Agreement: The Town of Erin has taken favorable action on the Preliminary Plat for Dublin Downs (see attached minutes). Page 2 of 5 Furthermore, the Dublin Downs Court right-of-way dedication (66 feet, 33 from centerline) meets the requirements of Article V, Planning and Development of Regional Transportation Systems under the Intergovernmental Agreement between the two (2) municipalities: The Planning Staff recommends APPROVAL of the Preliminary Plat – Dublin Downs for Tax Key: T3-0180 in the Town of Erin, Washington County. Roethke motioned to recommend for approval of the Extraterritorial Review of the Dublin Downs Preliminary Plat on State Highway 83, Town of Erin (Tax Key: T3-0180).; Turchi seconded; motion carried. Discussion and Consideration for a Certified Survey Map for 264 N. Pike Lake Drive and 278 N. Pike Lake Drive (Tax Keys: 36-2201008998 and 36-2201008997). Mr. Maas reviewed the executive summary and noted the following background and recommendation: In September of 2025, the City of Hartford Plan Commission approved the Site & Architectural Plan for RMC Homes VIII, LLC to develop a four (4) story, 28,120 square feet (127,460 square feet total floor area) assisted living facility located at 264 North Pike Lake Drive. A condition of the approval was that 278 North Pike Lake Drive and 264 North Pike Lake Drive be combined via CSM. 278 North Pike Lake Drive is a legal non-conforming parcel that does not meet the lot standards for I-1, Institutional Zoning District. 278 North Pike Lake Drive is a 0.1 acre parcel. The Planning Staff recommends APPROVAL of the Certified Survey Map combining 278 North Pike Lake Drive (Tax Key: 36 -2201-008-998) and 264 North Pike Lake Drive (Tax Key: 36- 2201- 008-997), City of Hartford, Washington County, Wisconsin. Henke motioned recommend for approval of a Certified Survey Map for 264 N. Pike Lake Drive and 278 N. Pike Lake Drive (Tax Keys: 36-2201008998 and 36-2201008997). Henke inquired about initial creation of the parcel slivers; Mr. Maas estimated it may have been created historically for a connecting area/breezeway to connect the residential condos to a future assisted living facility. He is not aware of the exact planning specifications during that time period. Page 3 of 5 Piquett seconded; motion carried. Discussion & Consideration of a Site Plan & Architectural Review in the I-1, Institutional District for the City of Hartford Fire Station #2 at 3420 County Highway K (Tax Key: 36- 2203002022). Chairperson Regan noted this item has been postponed. Discussion & Consideration authorizing the sale of 12.63 acres of land, 1501 Innovation Way (Tax Key: 36-1804002015), to Wisconsin Stamping & Manufacturing, LLC. Mr. Maas reviewed the executive summary: In 2009, the HADC purchased two (2) parcels of land from Rettler Revocable Trust. The two (2) parcels (Tax Keys: 36-1801-003-004 & 36-1804-002-015), totaled 60.59 acres. In the late summer of 2009, the HADC transferred ownership of the two (2) parcels to the City of Hartford, to hold for the HADC until sale of the land. Wisconsin Stamping & Manufacturing LLC is proposing to purchase a 12.63 acre portion of 1501 Innovation Way (Tax Key: 36 -1804-002-015). Approximately 9.9 acres of the 12.63 acres are buildable. The Purchase Price for the Property will be Twenty-Four Thousand and NO/100 Dollars ($24,000.00) per acre for approximately 9.90 net buildable acres for a total purchase price of $237,600.00, subject to the other credits and prorations as provided in the Offer to Purchase, Addendum A and any rider. Due to proposed development of this land for residential development, which shall include future right-of-way, the City Planner is recommending that this sale of land be referred to the City Plan Commission under Wis. Stat. § 62.23(5): M ATTERS REFERRED TO CITY PLAN COMMISSION. The council, or other public body or officer of the city having final authority thereon, shall refer to the city plan commission, for its consideration and report before final action is taken by the council, public body or officer, the following matters: The location and architectural design of any public building; the location of any statue or other memorial; the location, acceptance, extension, alteration, vacation, abandonment, change of use, sale, acquisition of land for or lease of land for any stree t, alley or other public way, park, playground, airport, area for parking vehicles, or other memorial or public grounds; the location, extension, abandonment or authorization for any public utility whether publicly or privately owned; all plats of lands in the city or within the territory over which the city is given platting jurisdiction by ch. 236; the location, character and extent or acquisition, leasing or sale of lands for public or semipublic housing, slum clearance, relief of congestion, or vacation camps for children; and the amendment or repeal of any ordinance adopted pursuant to this section. Unless such report is made within 30 days, or such longer period as may Page 4 of 5 be stipulated by the common council, the council or other public body or officer, may take final action without it. Upon recommendation by the Plan Commission, this item shall go before the April 14, 2026 , Common Council for action. The Planning Staff recommends that the Plan Commission gives a POSITIVE RECOMMENDATION of the sale of a 12.63 acre portion of HADC lands (Tax Key: 36 -1804-002-015) to the City of Hartford Common Council. Andereck motioned to for positive recommendation authorizing the sale of 12.63 acres of land, 1501 Innovation Way (Tax Key: 36-1804002015), to Wisconsin Stamping & Manufacturing, LLC.; Henke seconded; motion carried. Discussion Regarding Petition for Direct Annexation by Unanimous Consent Submitted by the City of Hartford for approximately 26.786 acres, parcels T6-075400B and T6-075800A, located off Pond Road, in the Town of Hartford. Mr. Maas reviewed the executive summary providing the following analysis: ANALYSIS: Configuration: The petitioned area, as legally described, is contiguous to the City of Hartford on the East side. Petition Accuracy: The petition and legal description do not appear to have any discrepancies. Status of Public Improvements: Sewer, water, and electric services are not available to the petitioned area. Valuation Impact: T6-0758-00A and T6-0754-00B both have an assessed value of $0.00 in 2025. Pursuant to State Statutes, the City would be required to pay the Town of Harford’s Town taxes on T6-0758-00A and T6-0754-00B for five (5) years. Due to no assessed value, the City would not be required to pay the Town of Hartford’s Town taxes on the two (2) properties. Need: Parkland. School Service Impact: This annexation would have no School Service Impact. Other Service Costs: The annexation would have minimal impact on Protective Services (police, fire, EMS), as it is already covered by the City’s protective services. Consistency of Land Use and Zoning: This land is intended to be used as parkland. As a result, the parcel will be zoned I-1, Institutional. Relation to Sanitary Sewer Service Boundary: The subject property lies within the City of Hartford’s adopted 20-year sanitary sewer service boundary. Page 5 of 5 STAFF RECOMMENDATION: Staff recommends APPROVAL of the Annexation of territory owned by the City of Hartford, Tax Keys #: T6-0758-00A and T6-0754-00B in the Town of Hartford. Piquett motioned to recommend for approval of the Discussion Regarding Petition for Direct Annexation by Unanimous Consent Submitted by the City of Hartford for approximately 26.786 acres, parcels T6-075400B and T6-075800A, located off Pond Road, in the Town of Hartford; Roethke seconded; motioned carried. Henke motioned to a djourn; Roethke second. Motion carried and meeting adjourned at 6:11 p.m. Respectfully submitted, Jacob Maas, City Planner Compiled by Jenny Conley, Planning Aide City of Hartford Chapter 52 – Zoning C - 15 Light Industrial (M-1) District This district is intended to allow primarily indoor industrial, storage, office, and other associated business and support uses. Allowable uses are geared toward activities which are not associated with high levels of noise, odor, particulate emissions, and other potential nuisances. Outdoor uses are limited to those that are accessory to indoor principal uses. Architectural, site design, landscaping, and other requirements are intended to ensure compatibility with nearby residential, institutional, and conservancy uses. Lot Standards Details A Lot area, minimum § 52.1001 20,000 square feet B Lot width, minimum § 52.1003 100 feet Building Standards C Principal building height, maximum § 52.1004 50 feet Setbacks D Street-yard setback, minimum § 52.1007 30 feet E Side-yard setback, minimum § 52.1007 10 feet when abutting non-residential district; 100 feet when abutting residential district F Rear-yard setback, minimum § 52.1007 10 feet when abutting non-residential district; 100 feet when abutting residential district Site Standards G Building coverage, maximum § 52.1008 60 percent, or 80 percent when storage yards are included Other H Driveway width at street right of way, maximum See § 52.2414 for specific standards I Driveway setback, minimum 15 feet J Parking lot setback, minimum 10 feet K Loading area setback, minimum 100 feet from front lot line 1320 C.T.H.U 1320 C.T.H.U Zoning 48' - 0" 48' - 0" 72' - 0" 1688 SF SIDE #2 5 A6 STONE UP TO 36" THIS SIDE ONLY 7' - 7 3/4" 7' - 7 3/4"8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 7' - 7 1/4" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 7' - 7 1/4" 3' - 9" 8' - 0" 9' - 8 3/4" 12' - 6 1/2" 1' - 8 3/4" 7' - 7 3/4" 1' - 8 3/4" 14' - 3 1/4" 8' - 0" 7' - 7 3/4" 11' - 10 3/4" 11' - 10 3/4" 3' - 9" 7 8 8 6 1688 SF SIDE #1 FULL HT FRAMED WALL- STEEL PANELS ON BOTH SIDES Scale Project number Date Drawn by NOTE: Great care & effort have gone into the creation and design of these drawings. However, it is the sole responsibilty of the contractor/builder to insure that all structural members meet all applicable codes. I assume no responsibility for any damages, including structural failure, due to any deficiencies, omissions or errors in the design or drawings. The construction agent is responsible to provide all structural requirements to accommodate the design intent. Omissions of the same shall not be considered as a claim for reimbursement from the designer/drafter. (262) 923-0881 3/16" = 1'-0" A1 First Floor Plan 1370 Airport Rd 48x72x16 9-9-25 JFS 3/16" = 1'-0"1 First Floor 2 3D View 1 No. Description Date First Floor 0' - 0" Top of Wall 16' - 0" 72' - 0" First Floor 0' - 0" Top of Wall 16' - 0" 4 12 4 12 48' - 0" 4 12 4 12 1' - 6" 4' - 1 1/4" 11' - 10 3/4" 40' - 0" 11' - 10 3/4" 4' - 1 1/4" 6 8 7 8 72' - 0" STONE 36" HIGH 2"x6" GIRTS @ 36" O.C. COMPACTED SAND FILL 2"x8" TREATED SKIRT BOARD STURDI-WALL ANCHOR BRACKET KYNAR STEEL PANELS 4-1/2" x 5-1/2" 3-PLY LAMINATED COLUMN 1/2" DIA. THRU BOLTS SOFFIT VENTING METAL PANELS 2"x4" LATERAL BRACING, TO BE DETERMINED BY TRUSS MANUFACTURER 2"x4" PURLINS @24" O.C. 12 14" * 14" * 4 16' - 0" 2" FOAM INSULATION INSTALLED VERTICALLY & HORIZONTALLY, AS REQ'D * GRADE BEAM LOAD TO BE VERIFIED TRUSSES, DESIGN TO BE DETERMINED BY TRUSS MANUFACTURER 18" 5" Scale Project number Date Drawn by NOTE: Great care & effort have gone into the creation and design of these drawings. However, it is the sole responsibilty of the contractor/builder to insure that all structural members meet all applicable codes. I assume no responsibility for any damages, including structural failure, due to any deficiencies, omissions or errors in the design or drawings. The construction agent is responsible to provide all structural requirements to accommodate the design intent. Omissions of the same shall not be considered as a claim for reimbursement from the designer/drafter. (262) 923-0881 As indicated A6 Elevations 1370 Airport Rd 48x72x16 9-9-25 JFS Door Schedule Mark Count Width Height Description Comments 6 1 3' - 0" 6' - 8" Exterior Service LH Inswing 7 1 3' - 0" 6' - 8" Exterior Service RH Inswing 8 2 12' - 0" 14' - 0" Overhead 1/8" = 1'-0"4 East 1/8" = 1'-0"1 North 1/8" = 1'-0"3 South 1/8" = 1'-0"2 West 1/4" = 1'-0"5 Typical Cross-Section No. Description Date PROPOSED BUILDING 48'-0" 72'-0" EXTERIOR LIGHT Scale Project number Date Drawn by NOTE: Great care & effort have gone into the creation and design of these drawings. However, it is the sole responsibilty of the contractor/builder to insure that all structural members meet all applicable codes. I assume no responsibility for any damages, including structural failure, due to any deficiencies, omissions or errors in the design or drawings. The construction agent is responsible to provide all structural requirements to accommodate the design intent. Omissions of the same shall not be considered as a claim for reimbursement from the designer/drafter. (262) 923-0881 As indicated C1 Site Plan 1370 Airport Rd 48x72x16 9-9-25 JFS 1" = 30'-0"1 Site Plan THIS SITE PLAN WAS PREPARED UTILIZING SURVEY CREATED BY ACCURATE SURVEYING & ENGINEERING, LLP SURVEY DATED 1980_0505 AS SHOWN No. Description Date 1/4" = 1'-0" Site Symbols A LANDSCAPE DESIGN AND SERVICE COMPANY P: 262-560-1209 F: 262-560-1309 jfrederickson1172@msn.com www.creativeearthscapes.com P.O. Box 225 North Lake, WI 53064 SCALE: DESIGNER: JOB NAME: REVISION: DATE: This document and the information represented herein are the property of Creative Earthscapes Inc. and is not to be duplicated or copied without written permission of Creative Earthscapes Inc.PROJECT TITLE: JOB NAME: 1"=10'-0" A&NAIRPORT DR. 11-01-25 01-01-2025 J.FREDERICKSONA&NCONTRACTING HART FORD,WI53027 AL ANDSCAPE MAST ERPLAN FOR: WLCA Wisconsin Landscape Contractors AssociationWLF Wisconsin Landscape FederationASLA American Society of Landscape Architects The National Arbor Day FoundationBelgard Certified ContractorUnilock Certified Contractor MBA Metropolitan Builders Association SCALE 1"=10'-0" 10' 0' 10' AIRPORT DRIVE EXISTING TREE EVERGREEN TREE ORNAMENTAL TREE ORNAMENTAL SHRUB FLOWERING SHRUB EVERGREEN SHRUB PERENNIAL A&NCONTRACTING 40.00 48.00 72.00 4 Autumn Blaze Maple 4 Royal Raindrop Crab Apple 7 Goldmound Spirea 12 Fireside Ninebark 6 Pink Poppet Weigela 24 Overdam Grass RESOLUTION NO. ___ A RESOLUTION APPROVING THE FINAL PLAT OF FAIRWAY MEADOWS 1 SUBDIVISION WHEREAS, Home Path Financial Limited Partnership (Jeff Kleiner, Registered Agent) has submitted to the City of Hartford a Final Plat for the Fairway Meadows 1 Subdivision pursuant to Section § 12.0300 of the City of Hartford Municipal Code; and, WHEREAS, the Common Council, at the January 28, 2025, Common Council Meeting, approved the Preliminary Plat of the Fairway Meadows Subdivision via Resolution No. 3713; and, WHEREAS, Home Path Financial Limited Partnership, in the Preliminary Plat of the Fairway Meadows Subdivision, proposed a subdivision that consists of one hundred and five (105) single-family detached lots; and, WHEREAS, the City of Hartford Plan Commission, at the May 11, 2026, Plan Commission Meeting, gave a Positive Recommendation to the City of Hartford’s Common Council to Approve the Final Plat of the Fairway Meadows 1 Subdivision with the inclusion of Staff Comments (EXHIBIT “A”); NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Hartford, Washington/Dodge Counties, Wisconsin, that the final plat for the Fairway Meadows 1 Subdivision, described as follows: Being part of the Northwest ¼ of the Northeast ¼, the Northeast ¼ of the Northeast ¼, the Southwest ¼ of the Northeast ¼, the Southeast ¼ of the Northeast ¼, and the Northwest ¼ of the Southeast ¼ of Section 15, Township 10 North, Range 18 East, City of Hartford, Washington County Wisconsin, more particularly described as follows: Commencing at the North ¼ corner of said Section 15; thence North 88°54'58” East along the North line of the Northeast ¼ of said Section 15, a distance of 662.24 feet to the northerly extension of the easterly line of Fullpail Heights; thence South 00°02'37” East along said northerly extension and the easterly line of Fullpail Heights, 1,063.52 feet to the point of beginning; thence North 89°57'23” East, 251.22 feet; thence South 00°02'37” East, 113.03 feet; thence South 89°13'53” East, 70.51 feet; Thence South 77°36'45” East, 137.22 feet; thence North 85°07'26” East, 156.22 feet; thence North 28°10'54” East, 186.94 feet; thence North 06°57'27” West, 125.48 feet; thence North 00°01'52” West, 257.70 feet; thence North 88°55'51” East, 362.57 feet to the beginning of a meander line lying South 88°55'51” West 126 feet more or less the Centerline of Stoney Creek; thence South 00°38'23” East along said meander line, 65.07 feet; thence South 72°22'35” West along said meander line, 250.03 feet; thence South 17°04'16” West along said meander line, 99.85 feet; thence South 14°57'39” East along said meander line, 80.03 feet; thence South 79°14'00” East along said meander line, 99.95 feet; thence South 14°26'22” West along said meander line, 135.00 feet; thence South 60°41'23” West along said meander line, 99.96 feet; thence South 31°59'04” West along said meander line, 169.85 feet; thence South 02°20'06” West along said meander line, 258.49 feet; thence South 05°56'53” West along said meander line, 89.90 feet; thence South 08°09'01” West along said meander line, 35.48 feet; thence South 25°12'14” East along said meander line, 131.48 feet; thence South 45°38'49” East along said meander line, 126.56 feet; thence South 08°18'21” East along said meander line, 93.99 feet; thence South 36°44'28” East along said meander line, 95.87 feet; thence South 41°00'04” East along said meander line, 233.11 feet; thence South 30°17'24” East along said meander line, 196.68 feet; thence South 41°53'44” West along said meander line, 85.86 feet; thence South 40°21'24” East along said meander line, 60.04 feet; thence South 60°47'35” East along said meander line, 209.64 feet to the northerly line of Hilldale Park Addition I and the end of said meander line lying South 88°58'03” West 147 feet more or less the Centerline of Stoney Creek; thence South 88°58'03” West along said northerly line of Hilldale Park Addition I, a distance of 633.15 feet to the Northwest corner of said Hilldale Park Addition I; thence South 00°16'41” West along the westerly line of said Hilldale Park Addition I, a distance of 10.50 feet to the Northeast corner of Outlot 1 of Fairway Meadows; thence South 60°15'22” West along the northerly line of said Outlot 1, a distance of 97.19 feet; thence South 31°15'58” West along said northerly line of Outlot 1, a distance of 113.90 feet; thence South 42°36'19” West along said northerly line of Outlot 1, a distance of 165.05 feet; thence South 89°52'00” West along said northerly line of Outlot 1, a distance of 130.22 feet to the Southeast corner of Lot 15 of Fairway Meadows; thence North 00°22'52” East along the easterly line of said Lot 15, a distance of 119.58 feet to the Northeast corner of said Lot 15; thence North 15°26'17” West, 62.36 feet to the Southeast corner of Lot 14 of Fairway Meadows; thence North 00°22'52” East along the easterly line of said Lot 14, a distance of 127.27 feet to the Northeast corner of said Lot 14; thence North 89°37'08” West along the northerly line of said Lot 14, a distance of 85.00 feet to the Northwest corner of said Lot 14; thence South 89°16'03” West, 60.01 feet to the Northeast corner of Lot 13 Fairway Meadows; thence North 89°37'08” West along the northerly line of said Lot 13, a distance of 117.63 feet to the Northwest corner of said Lot 13 also the easterly line of Fullpail Heights; thence North 00°02'37” West along the easterly line of Fullpail Heights, 1,531.62 feet to the point of beginning. Said lands contain1,430,580 Square Feet, 32.84 Acres more or less to the Meander Line, 1,550,849 Square Feet, 35.60 Acres more or Less to the centerline of Stoney Creek. Is hereby approved with the inclusion of EXHIBIT “A”. Signed: ____________________________________ Dennis J. Regan, Mayor INTRODUCED: May 26, 2026 ADOPTED: May 26, 2026 ATTEST: ________________________________________ Shanna Kreilkamp, City Clerk EXHIBIT “A” Fire Department: • Fire Department Access per NFPA 1 including: o Fire Department access roads shall:  Have an unobstructed width of not less than 20 feet.  Have unobstructed vertical clearance of not less than 13 ft 6 in.  Be designed and maintained to support the imposed loads of fire apparatus.  Have an unobstructed width of not less than 26 feet for aerial apparatus access if grade to highest roof surface exceeds 30 feet.  Have an angle of approach and departure not to exceed 1 foot drop in 20 feet.  Have turning radii that meet the WB-50 Template. o Dead-end Fire Department access roads in excess of 150 feet in length shall be provided with approved provisions for the fire apparatus to turn around. o Landscaping and plantings must be installed/maintained so that it does not interfere with Fire Department access. o Fire Department access per NFPA 1 and fire lanes must be maintained throughout the project. Police Department: • No comments. Engineering Department: • No comments. Planning & Inspection Department: • No comments. Water Utility: • No Comments. Electric Utility: • The developer should contact Mike Thimm to discuss cable route options and to obtain a cost estimate for the project. T E WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET 5054 1028.28 UPT B 5055 1028.04 UPT 5056 1027.85 UPT 5057 1028.16 UPT CO UNPLATTED LANDS UNPLATTED LANDS UNPLATTED LANDS LOT 19 HILLDALE PARK ADD. I OWNER: LOFY FAMILY FARM LLC OWNER: LOFY FAMILY FARM LLC OWNER: NANCY ZUERN MT.VERNON DRIVE EX. BLDG EX. BLDG RESERVED FOR FUTURE STREET 40.00' 40.00' TIGER WAY DEDICATED TO PUBLIC DEDICATED TO PUBLIC LOT 20 HILLDALE PARK ADD. I TIMOTHY A JAEKE, LAUREL J GAULT JAEKE OWNER: GARY F FEINER, JENNIFER J FEINER OWNER: KENNETH R BRAUN OUTLOT 1 FAIRWAY MEADOWS LOT 15 FAIRWAY MEADOWS LOT 14 FAIRWAY MEADOWS LOT 17 LOT 16 FAIRWAY MEADOWSLOT 8 FAIRWAY MEADOWS LOT 9 FAIRWAY MEADOWS LOT 10 FAIRWAY MEADOWS LOT 11 FAIRWAY MEADOWS LOT 12 FAIRWAY MEADOWS 10,262 SF 48 11,698 SF 40 21,193 SF 37 12,862 SF 57 21,364 SF 38 8,700 SF 78 12,066 SF 42 11,139 SF 52 15,260 SF 55 22,736 SF 66 12,250 SF 43 13,500 SF 79 12,571 SF 56 14,797 SF 36 17,290 SF 46 10,617 SF 49 14,316 SF 53 10,660 SF 54 8,099 SF 31 14,331 SF 50 15,776 SF 51 18,603 SF 39 13,757 SF 45 12,149 SF 47 8,563 SF 35 11,882 SF 41 12,814 SF 44 8,025 SF 27 8,065 SF 30 8,165 SF 33 8,040 SF 70 10,260 SF 76 14,199 SF 71 8,040 SF 69 9,756 SF 67 8,040 SF 61 8,040 SF 62 8,040 SF 58 14,487 SF 74 13,354 SF 77 8,040 SF 68 8,040 SF 59 8,040 SF 73 8,040 SF 60 8,404 SF 75 8,040 SF 65 83,956 SF OUTLOT 4 8,040 SF 64 8,040 SF 63 8,040 SF 72 RESERVED FOR FUTURE STREET 362.57' 67.00'48.10' 25.35' 45.69' 67.00' 67.00' 8,016 SF 25 8,021 SF 26 8,029 SF 28 8,032 SF 29 8,132 SF 32 8,199 SF 34 S LINE NE 1/4 SEC15-10-18 S88°58'03"W 2651.03' S31°15'58"W113.90' S42°36'19"W165.05' S89°52'00"W 130.22' N00°02'37"W 1531.62' S00°02'37"E 113.03' S77°36'45"E 137.22' N85°07'26"E 156.22' N00°01'52"W 257.70' N88°55'51"E 489.0'± 126'± N28°10'54"E 186.94' N06°57'27"W 125.48' N89°57'23"E 251.22' N00°22'52"E 741.02' N00°22'52"E 741.60' S01°28'04"E 135.63' S00°35'04"W 214.38' N00°22'52"E 742.19' 147'± S88°58'03"W 780.1'± S00°02'37"E 1063.52' 60.00' 60.00' LOT 14 FULLPAIL HEIGHTS LOT 13 FULLPAIL HEIGHTS LOT 12 FULLPAIL HEIGHTS LOT 11 FULLPAIL HEIGHTS LOT 10 FULLPAIL HEIGHTS LOT 9 FULLPAIL HEIGHTS LOT 8 FULLPAIL HEIGHTS LOT 7 FULLPAIL HEIGHTS LOT 6 FULLPAIL HEIGHTS LOT 5 FULLPAIL HEIGHTS LOGAN RD. LOT 4 FULLPAIL HEIGHTS UNPLATTED LANDS EX. BLDG OWNER: JOSEPH WISTH OWNER: ROMAGNA TR OWNER: TANNER GALECKI, CHANDLER BURGESS OWNER: MICHAEL & LOUISE MIZGALSKI OWNER: RICHARD GROMOWSKI & KIMBERLY GIESE OWNER: JOHN & SHARON STOCKER OWNER: MATTHEW & LINDY FISTE OWNER: GUY KLINK OWNER: MICHAEL & GINGER MANTZ OWNER: TOM & DIANE GUENTHER UNPLATTED LANDS OWNER: WASHINGTON COUNTY LOT 18 HILLDALE PARK ADD. I OWNER: RUPERT LINDER REV TR, KATHLEEN LINDER REV TR LOT 16 HILLDALE PARK ADD. I OWNER: ALEXANDRA PORTER S89°13'53"E 70.51' S60°15'22"W97.19' S00°16'41"W 10.50' L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24L25L26 633.16' OUTLOT 5 589,248 SF TO MEANDER LINE 709,574 SF TO CREEK CL EX. BLDG EX. BLDG N00°22'52"E 603.00' N37°01'47"E58.64' 10.74' 498.47' S51°58'17"E 275.97' S00°12'00"W 134.00' S68°28'32"W100.37' 636.32' N68°31'00"E 155.09' S75°11'11"E 121.13' S53°27'55"E 456.48' S20°54'07"W 83.94' S51°58'17"E 394.33' S51°58'17"E 394.33' S51°58'17"E 394.33' S00°12'00"W 228.28' S00°12'00"W 228.28' S00°12'00"W 228.28' S65°36'25"W 136.16' S65°36'25"W 136.16' S29°55'21"W 153.92' S29°55'21"W 153.92'S29°55'21"W 153.92' S65°36'25"W 136.16' 289.62' 222.79' 154.80' 182.11' 114.16' 62.28'80.97' 43.60' 105.52' 137.18'L27 L28 L29 OWNER: HOMEPATH FINANCIAL L.P. DRAINAGE EASEMENT PER FULLPAIL HEIGHTS 1325.91' 60.00' S34°20'44"E 186.29' S31°40'47"W 154.72' 72.95' 18.92' 114.04' 67.00' 67.00' 67.00' 67.00' 67.00' 67.00' 67.00' 67.00' 90.98' 67.00' 67.00' 67.00' 67.00' 67.00' 67.00' S21°44'01"E 55.90' N14°43'50"E 37.74' S49°31'19"W67.00' S73°32'20"W 90.71' N60°04'39"W 124.98' 33.29' N60°04'39"W 145.57' N40°28'41"W 120.00' N24°23'35"W 127.11' N24°23'35"W 123.75' N89°48'00"W 120.00' N89°48'00"W 120.00' S89°48'00"E 120.00' S38°01'43"W 120.00' S38°01'43"W 120.00' S38°01'43"W 120.00' S38°01'43"W 120.00' S38°01'43"W 111.49' S89°37'08"E 120.00' S89°37'08"E 120.00' S89°37'08"E 120.00' S89°37'08"E 120.00' S89°37'08"E 120.00' S89°37'08"E 120.00' S89°37'08"E 120.00' S89°37'08"E 120.00' S89°37'08"E 120.00' 68.00' 67.75' 67.50' 67.25' 67.00' 67.00' 67.00' 67.00' 67.00' 67.00' 69.69' 68.00' 67.75' 67.50' 67.25' 67.00' 67.00' 67.00' 67.00' 67.00' 67.00' 69.69' 153.11' S89°37'11"E 118.14' S89°37'14"E 118.64' S89°37'17"E 119.14' S89°37'21"E 119.64' S89°37'24"E 120.13' S89°37'27"E 120.63' S89°37'30"E 121.13' S89°37'33"E 121.62' S89°37'36"E 122.12' S89°37'39"E 122.62' S89°37'36"E 123.13' N30°31'52"E 118.75' S47°31'21"E 97.51' S23°50'17"E 142.38' S60°04'39"E 125.93' S60°04'39"E 127.90' S24°23'35"E 137.73' S24°23'35"E 129.86' S49°52'40"E 141.00' S89°48'00"E 118.46' S89°48'00"E 133.63' S89°48'00"E 147.13' N65°57'21"E140.70' N44°33'55"E 141.59' N38°01'43"E 146.93' N38°01'43"E 144.74' N38°01'43"E 142.55' N38°01'43"E 140.36' N38°01'43"E 138.17' N03°31'59"E 166.73' N27°31'03"W 181.58' S58°34'06"E 166.80' S49°52'40"E 141.00' 70.45' 70.45' 70.45' 78.27' 155.95' 127.48' 22.82' 74.67' 84.63' 20.13' 141.00'57.82' 79.91' 36.50' 44.47' 82.22' 54.96' 73.86' 95.16' 81.53' 67.00' 67.00' 67.00' 16.64' 25.85'67.00' 67.00'68.43' 40.80' 67.00' 28.36' 21.56' 67.00' 65.36' 35.48' 18.48' 84.00' 69.92' 36.16' 84.00' 16.00' 60.28' 84.00' 84.00' 84.02' 29.88' 34.66' 62.53' 79.10' 70.75' 98.96' 44.67' 42.05' 41.89' 44.83' 90.80' 59.67' 84.03' 84.03' 84.03' 84.03' 120.36' 51.94' 69.19' 102.47' 52.62' 74.97' 67.00' 67.00' 67.00' 67.00' 67.00' 67.08' 33.29' 84.00' 84.00' 84.00' 84.00' 58.33' 126.62' MT.VERNON DRIVE 40.6' 39.85' A B C D E MEANDER LINE MEANDER LINE MEANDER LINE MEANDER LINE 25.00' WETLAND SETBACK 25.00' WETLANDSETBACK 25.00' WETLAND SETBACK 25.00' WETLAND SETBACK TIGER WAY PRIMARY ENVIRONMENTAL CORRIDOR P.E.C. EDGE OF REG. FLOODWAY EDGE OF REG. FLOODWAY 20.00'ACCESS ESMNT.SEE DETAIL A STORM SEWER AND DRAINAGE EASEMENT SEE DETAIL B SANITARY, WATERMAIN & ELECTRIC UTILITY EASEMENT 40.00' 20.00' 10.00' STORM SEWER & DRAINAGE ESMNT STORM SEWER & DRAINAGE ESMNT 20.00' 10.00' 60.00' STORM SEWER & DRAINAGE ESMNT 10.00' 20.00' WATERS EDGE CENTERLINE STONEY CREEK CENTERLINE STONEY CREEK STORM SEWER AND DRAINAGE EASEMENT PER FAIRWAY MEADOWS 20.00' (N 00°02'30" E) (N 88°56' E) (633.99) 63.18'146.90' 40.00' 20.00' 20.00' 691.97' EDGE OF WATER 1003.08 EDGE OF WATER 1002.67 EDGE OF WATER 1001.95 EDGE OF WATER 999.57 LOT 13 FAIRWAY MEADOWS 75.62' 541.29' 20.00' DRAINAGEESMNT. PERFAIRWAYMEADOWS 22,736 SF 66 9,756 SF 67 8,040 SF 68 8,040 SF 65 67.00' 10.74' S51°58'17"E 394.33' S38°01'43"W 120.00' S38°01'43"W 111.49' S89°37'08"E 120.00' 95.16' 81.53' 74.97' 84.00' MT. VERNON DRIVEDEDICATED TO THE PUBLIC 20.00'ACCESSEASEMENT 15,260 SF 55 12,571 SF 56 S42°36'19"W S89°52'00"W 130.22' L21 L22 105.52' 137.18' L27 L28 S23°50'17"E 142.38' S60°04'39"E 125.93' 82.22' 54.96' 18.48' 20.00' 20.00'10.00' 10.00' STORM SEWER & DRAINAGE EASEMENT SURVEYOR: SURVEY FOR: BEING A PART OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4, THE NORTHEAST 1/4 OF THE NORTHEAST 1/4, THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4, THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4, AND THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 15, T.10N., R.18E., CITY OF HARTFORD, WASHINGTON COUNTY, WISCONSIN. FAIRWAY MEADOWS I PROJECT HOMPF #180370 SHEET 1 OF 3 PHONE: 414.949.8919 501 MAPLE AVENUE DELAFIELD, WI 53018-9351 www.sehinc.com WET WET 1"=2000' CLOVER RD. LOCATION MAP NE. 1/4 AND SE. 1/4 SEC. 15-T10N-R18E BADGER RD. HILLDALE DR. BEARINGS ARE REFERENCED TO THE WISCONSIN STATE PLANE COORDINATE SYSTEM, SOUTH ZONE (1983/2011) GRID NORTH OF WHICH THE NORTH LINE OF THE NE 1/4 OF SECTION 15-10-18 IS ASSUMED TO BEAR AS N88°54'58"E, VERTICAL DATUM NAVD 88 DISTANCES ARE COMPUTED TO THE NEAREST 0.01' AND MEASURED TO THE NEAREST 0.01' ANGLES ARE COMPUTED TO THE NEAREST 00°00'00.5" AND MEASURED TO THE NEAREST 00°00'05" RUBICONRIVER 935'± 1670'± DATED THIS 3RD DAY OF FEBRUARY, 2026 There are no objections to this plat with respect to Secs. 236.15, 236.16, 236.20 and 236.21(1) and (2), Wis Stats. as provided by s. 236.12, Wis. Stats. Certified __________________, 20_____ Department of Administration THIS INSTRUMENT DRAFTED BY KENNETH BRAUNLING CONC. MON. FND. EAST 1/4 CORNER SEC 15-10-18 WETLANDS 0 feetscale 60 30 60 25' REAR 25' FRONT 7' SIDE 7' SIDE ROAD LOT LOT SETBACK DETAIL FOR R-2 ZONING (N.T.S.) CONC. MON. FND. CENTER SEC 15-10-18 CONC. MON. FND. NORTHEAST CORNER SEC 15-10-18 CONC. MON. FND. NORTH 1/4 CORNER SEC 15-10-18 N88°54'58"E 2649.17' 662.24' 1986.93' 1.128" REBAR SET, 18" LONG, WT. = 3.4 LBS./LIN. FT. 11/16" REBAR , 18" LONG, WT. = 1.13 LBS./LIN. FT. SET AT ALL OTHER LOT & OUTLOT CORNERS CONCRETE MONUMENT W/ BRASS CAP FOUND 1" IRON PIPE FOUND OR AS DESCRIBED 2" IRON PIPE FOUND REBAR FOUND 1.128" REBAR FOUND RECORDED AS / DEEDED AS - FLOODWAY WITHOUT BASE FLOOD ELEVATION - 0.2% ANNUAL CHANCE FLOOD HAZARD DETAIL A ACCESS EASEMENT SCALE 1:40 DETAIL B STORM SEWER AND DRAINAGE EASEMENT SCALE 1:40 SEE DETAIL C SHEET 3 66.00' POINT OF BEGINNING 20.00' ELEC. ESMT. 20.00' ACCESS EASEMENT T OUTLOT 1 FAIRWAY MEADOWS LOT 15 FAIRWAY MEADOWS LOT 14 FAIRWAY MEADOWS LOT 9 FAIRWAY MEADOWS LOT 10 FAIRWAY MEADOWS LOT 11 FAIRWAY MEADOWS LOT 12 FAIRWAY MEADOWS 10,262 SF 48 11,698 SF 40 21,193 SF 37 12,862 SF 57 21,364 SF 38 8,700 SF 78 12,066 SF 42 11,139 SF 52 15,260 SF 55 22,736 SF 66 12,250 SF 43 13,500 SF 79 12,571 SF 56 14,797 SF 36 17,290 SF 46 10,617 SF 49 14,316 SF 53 10,660 SF 54 8,099 SF 31 14,331 SF 50 15,776 SF 51 18,603 SF 39 13,757 SF 45 12,149 SF 47 8,563 SF 35 11,882 SF 41 12,814 SF 44 8,025 SF 27 8,065 SF 30 8,165 SF 33 8,040 SF 70 10,260 SF 76 14,199 SF 71 8,040 SF 69 9,756 SF 67 8,040 SF 61 8,040 SF 62 8,040 SF 58 14,487 SF 74 13,354 SF 77 8,040 SF 68 8,040 SF 59 8,040 SF 73 8,040 SF 60 8,404 SF 75 8,040 SF 65 83,956 SF OUTLOT 4 8,040 SF 64 8,040 SF 63 8,040 SF 72 67.00' 48.10' 25.35' 45.69' 67.00' 67.00' 8,016 SF 25 8,021 SF 26 8,029 SF 28 8,032 SF 29 8,132 SF 32 8,199 SF 34 S31°15'58"W113.90' S42°36'19"W165.05' S89°52'00"W 130.22' N00°02'37"W 1531.62' N00°22'52"E 741.02' N00°22'52"E 741.60' S01°28'04"E 135.63' S00°35'04"W 214.38' N00°22'52"E 742.19' S60°15'22"W97.19' S00°16'41"W 10.50' L10 L11 L12 L13 L14 L15 L21 L22 L23 L24L25L26 N00°22'52"E 603.00' N37°01'47"E58.64' 10.74' 498.47' S51°58'17"E 275.97' S00°12'00"W 134.00' S68°28'32"W100.37' N68°31'00"E 155.09' S75°11'11"E 121.13' S53°27'55"E 456.48' S20°54'07"W 83.94' S51°58'17"E 394.33' S51°58'17"E 394.33' S51°58'17"E 394.33' S00°12'00"W 228.28' S00°12'00"W 228.28' S00°12'00"W 228.28' S65°36'25"W 136.16' S65°36'25"W 136.16' S29°55'21"W 153.92' S29°55'21"W 153.92' S29°55'21"W 153.92' S65°36'25"W 136.16' 289.62' 222.79' 154.80' 182.11' 114.16' 62.28'80.97' 43.60' 105.52' 137.18' L27 L28 L29 S34°20'44"E 186.29' S31°40'47"W 154.72' 72.95' 18.92' 114.04' 67.00' 67.00' 67.00' 67.00' 67.00' 67.00' 67.00' 67.00' 90.98' 67.00' 67.00' 67.00' 67.00' 67.00' 67.00' S21°44'01"E 55.90' N14°43'50"E 37.74' S49°31'19"W67.00' S73°32'20"W 90.71' N60°04'39"W 124.98' 33.29' N60°04'39"W 145.57' N40°28'41"W 120.00' N24°23'35"W 127.11' N24°23'35"W 123.75' N89°48'00"W 120.00' N89°48'00"W 120.00' S89°48'00"E 120.00' S38°01'43"W 120.00' S38°01'43"W 120.00' S38°01'43"W 120.00' S38°01'43"W 120.00' S38°01'43"W 111.49' S89°37'08"E 120.00' S89°37'08"E 120.00' S89°37'08"E 120.00' S89°37'08"E 120.00' S89°37'08"E 120.00' S89°37'08"E 120.00' S89°37'08"E 120.00' S89°37'08"E 120.00' S89°37'08"E 120.00' 68.00' 67.75' 67.50' 67.25' 67.00' 67.00' 67.00' 67.00' 67.00' 67.00' 69.69' 68.00' 67.75' 67.50' 67.25' 67.00' 67.00' 67.00' 67.00' 67.00' 67.00' 69.69' 153.11' S89°37'11"E 118.14' S89°37'14"E 118.64' S89°37'17"E 119.14' S89°37'21"E 119.64' S89°37'24"E 120.13' S89°37'27"E 120.63' S89°37'30"E 121.13' S89°37'33"E 121.62' S89°37'36"E 122.12' S89°37'39"E 122.62' S89°37'36"E 123.13' N30°31'52"E 118.75' S47°31'21"E 97.51' S23°50'17"E 142.38' S60°04'39"E 125.93' S60°04'39"E 127.90' S24°23'35"E 137.73' S24°23'35"E 129.86' S49°52'40"E 141.00' S89°48'00"E 118.46' S89°48'00"E 133.63' S89°48'00"E 147.13' N65°57'21"E140.70' N44°33'55"E 141.59' N38°01'43"E 146.93' N38°01'43"E 144.74' N38°01'43"E 142.55' N38°01'43"E 140.36' N38°01'43"E 138.17' N03°31'59"E 166.73' N27°31'03"W 181.58' S58°34'06"E 166.80' S49°52'40"E 141.00' 70.45' 70.45' 70.45' 78.27' 155.95' 127.48' 22.82' 74.67' 84.63' 20.13' 141.00' 57.82' 79.91' 36.50' 44.47' 82.22' 54.96' 73.86' 95.16' 81.53' 67.00' 67.00' 67.00' 16.64' 25.85' 67.00' 67.00'68.43' 40.80' 67.00' 28.36' 21.56' 67.00' 65.36' 35.48' 18.48' 84.00' 69.92' 36.16' 84.00' 16.00' 60.28' 84.00' 84.00' 84.02' 29.88' 34.66' 62.53' 79.10' 70.75' 98.96' 44.67' 42.05' 41.89' 44.83' 90.80' 59.67' 84.03' 84.03' 84.03' 84.03' 120.36' 51.94' 69.19' 102.47' 52.62' 74.97' 67.00' 67.00' 67.00' 67.00' 67.00' 67.08' 33.29' 84.00' 84.00' 84.00' 84.00' 58.33' 126.62' A B C D E LOT 13 FAIRWAY MEADOWS 20.00' ELECTRIC EASEMENT 40.00' SANITARY WATERMAIN & ELECTRIC EASEMENT 20.00' 20.00' 40.00' SANITARY WATERMAIN & ELECTRIC EASEMENT SEE SHEET 1 20.00' ELECTRIC EASEMENT 10.00'ELECTRICEASEMENT 5.00' 20.00' ELECTRIC EASEMENT 20.00'ACCESSEASEMENTSEE SHEET 1 10.00' 10.00' 20.00' ELECTRIC EASEMENT 5.00' 20.00' ELECTRIC EASEMENT 10.00' ELECTRICEASEMENT 5.00' 75.62' ELECTRIC EASEMENT LINE TABLE SEGMENT L100 L101 L102 L103 L104 L105 L106 L107 L108 L109 L110 L111 L112 L113 L114 L115 L116 L117 L118 L119 L120 L121 L122 L123 L124 L125 L126 L127 L128 L129 DIRECTION N 00°22'52" E N 89°37'08" W N 00°02'37" W S 89°37'27" E N 00°22'52" E N 00°22'52" E N 89°37'27" W N 00°02'37" W N 30°31'52" E N 68°31'00" E N 27°31'03" W S 27°31'03" E N 68°31'00" E S 75°11'11" E S 53°27'55" E S 38°01'43" W S 51°58'17" E S 51°58'17" E N 38°01'43" E S 53°27'55" E S 47°31'21" E S 34°20'44" E S 01°28'04" E S 20°54'07" W S 00°35'04" W S 88°58'03" W S 00°16'41" W S 60°15'22" W S 31°15'58" W S 42°36'19" W LENGTH 5.00' 97.67' 394.50' 100.59' 5.00' 5.00' 100.67' 480.48' 106.40' 27.73' 165.13' 160.90' 73.69' 110.74' 363.09' 124.60' 5.00' 5.00' 124.87' 78.51' 94.16' 178.08' 125.77' 83.57' 328.75' 171.91' 18.50' 90.82' 117.08' 154.31' ELECTRIC EASEMENT LINE TABLE SEGMENT L130 L131 L132 L133 L134 L135 L136 L137 L138 L139 L140 L141 L142 L143 L144 L145 L146 L147 L148 L149 L152 L153 L154 L155 L156 L157 DIRECTION S 89°52'00" W N 00°22'52" E N 89°37'08" W S 89°37'08" E N 37°01'47" E N 00°22'52" E N 89°37'08" W N 00°22'52" E S 51°58'17" E S 21°44'01" E S 00°12'00" W S 89°48'00" E S 00°12'00" W S 00°12'00" W N 89°48'00" W S 00°12'00" W S 14°43'50" W S 68°28'32" W S 49°31'19" W S 40°28'41" E N 40°28'41" W S 73°32'20" W S 00°22'52" W S 37°01'47" W S 00°22'52" W N 89°37'08" W LENGTH 111.29' 99.48' 10.00' 75.00' 58.64' 63.69' 10.00' 565.94' 322.06' 65.18' 65.88' 100.00' 5.00' 5.00' 100.00' 64.55' 50.42' 107.17' 58.66' 100.10' 100.43' 89.76' 79.23' 58.64' 123.95' 10.00' ELECTRIC EASEMENT CURVE TABLE CURVE # C102 C103 RADIUS 65.01' 65.01' DELTA 4°24'30" 4°24'30" ARC DIST 5.00' 5.00' CHORD DIST 5.00' 5.00' CHORD BEARING S50°37'27"W S48°25'12"W TAN BEARING 1 S52°49'42"W S50°37'27"W TAN BEARING 2 S48°25'12"W S46°12'57"W BEING A PART OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4, THE NORTHEAST 1/4 OF THE NORTHEAST 1/4, THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4, THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4, AND THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 15, T.10N., R.18E., CITY OF HARTFORD, WASHINGTON COUNTY, WISCONSIN. ELECTRIC EASEMENT DETAIL PROJECT HOMPF #180370 PHONE: 414.949.8919 501 MAPLE AVENUE DELAFIELD, WI 53018-9351 www.sehinc.com THIS INSTRUMENT DRAFTED BY KENNETH BRAUNLING 0 feetscale 60 60 60 NOTE: ELECTRIC EASEMENT TO BE RECORDED BY SEPERATE DOCUMENT SHEET 2 OF 3 66.00' ELECTRIC EASEMENT 28.22'ELECTRICEASEMENT 10.00' ELECTRIC EASEMENT 20.00' ELEC. EASEMENT 10' ELECTRIC EASEMENT 10' ELECTRIC EASEMENT 5.00' 20.00' STORM SEWER& DRAINAGEEASEMENT SEE SHEET 1 20.00' STORM SEWER& DRAINAGEEASEMENTSEE SHEET 1 FAIRWAY MEADOWS I DATED THIS 3RD DAY OF FEBRUARY, 2026 CURVE TABLE CURVE RADIUS DELTA ARC DIST CHORD DIST CHORD BEARING TAN BEARING 1 TAN BEARING 2 A B C D E 100.00' 127°38'51" 222.79' 179.49' N64°12'18"E N00°22'52"E S51°58'17"E 130.00' 127°38'51" 289.62' 233.33' N64°12'18"E N00°22'52"E S51°58'17"E 130.00' 31°03'02" 70.45' 69.59' N15°54'23"E N31°25'54"EN00°22'52"E 130.00' 130.00' 130.00' 31°03'02" 31°03'02" 34°29'45" 70.45' 70.45' 78.27' 69.59' 69.59' 77.09' N46°57'26"E N78°00'28"E S69°13'09"E N62°28'57"E S86°28'01"E S51°58'17"E N31°25'54"E N62°28'57"E S86°28'01"E C/L R/W NORTH LOT 36 LOT 37 LOT 38 LOT 39 70.00' 127°38'51" 155.95' 125.64' N64°12'18"E N00°22'52"E S51°58'17"ER/W SOUTH 170.00' 200.00' 52°10'17" 52°10'17" 154.80' 182.11' 149.50' 175.89' S25°53'09"E S25°53'09"E S51°58'17"E S51°58'17"E S00°12'00"W S00°12'00"W C/L R/W EAST LOT 44 LOT 45 LOT 46 R/W WEST / LOT 71 200.00' 200.00' 200.00' 6°32'12" 21°23'26" 24°14'39" 22.82' 74.67' 84.63' 22.81' 74.23' 84.00' S48°42'11"E S34°44'22"E S11°55'20"E S45°26'05"E S24°02'39"E S00°12'00"W S51°58'17"E S45°26'05"E S24°02'39"E 140.00' 52°10'17" 127.48' 123.12' S25°53'09"E S51°58'17"E S00°12'00"W C/L R/W EAST LOT 49 LOT 50 LOT 51 R/W WEST / LOT 74 100.00' 130.00' 65°24'25" 65°24'25" 114.16' 148.40' 108.06' 140.48' S32°54'13"W S32°54'13"W S00°12'00"W S00°12'00"W S65°36'25"W S65°36'25"W 130.00' 130.00' 130.00' 8°52'18" 31°03'02" 25°29'05" 20.13' 70.45' 57.82' 20.11' 69.59' 57.35' S04°38'09"W S24°35'49"W S52°51'53"W S09°04'18"W S40°07'20"W S65°36'25"W S00°12'00"W S09°04'18"W S40°07'20"W 70.00' 65°24'25" 79.91' 75.64' S32°54'13"W S00°12'00"W S65°36'25"W C/L R/W SOUTH LOT 76 LOT 77 R/W NORTH 100.00' 70.00' 130.00' 130.00' 130.00' 35°41'04" 35°41'04" 35°41'04" 16°05'06" 19°35'58" 62.28' 43.60' 80.97' 36.50' 44.47' 61.28' 42.90' 79.66' 36.38' 44.25' S47°45'53"W S47°45'53"W S47°45'53"W S57°33'52"W S39°43'20"W S65°36'25"W S65°36'25"W S65°36'25"W S65°36'25"W S49°31'19"W S29°55'21"W S29°55'21"W S29°55'21"W S49°31'19"W S29°55'21"W C/L R/W SOUTH LOT 56 R/W NORTH LOT 55 100.00' 130.00' 60°27'31" 60°27'31" 105.52' 137.18' 100.69' 130.90' S60°09'07"W S60°09'07"W S29°55'21"W S29°55'21"W N89°37'08"W N89°37'08"W 130.00' 130.00' 36°14'22" 24°13'09" 82.22' 54.96' 80.86' 54.54' S48°02'32"W S78°16'18"W S66°09'43"W N89°37'08"W S29°55'21"W S66°09'43"W 70.00' 60°27'31" 73.86' 70.48' S60°09'07"W S29°55'21"W N89°37'08"W LINE TABLE SEGMENT L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 DIRECTION S 00°38'23" E S 72°22'35" W S 17°04'16" W S 14°57'39" E S 79°14'00" E S 14°26'22" W S 60°41'23" W S 31°59'04" W S 02°20'06" W S 05°56'53" W S 08°09'01" W S 25°12'14" E S 45°38'49" E S 08°18'21" E S 36°44'28" E S 41°00'04" E S 30°17'24" E S 41°53'44" W S 40°21'24" E S 60°47'35" E N 00°22'52" E N 15°26'17" W N 00°22'52" E N 89°37'08" W S 89°16'03" W N 89°37'08" W N 89°37'08" W N 89°37'08" W N 89°37'08" W LENGTH 65.07' 250.03' 99.85' 80.03' 99.95' 135.00' 99.96' 169.85' 258.49' 89.90' 35.48' 131.48' 126.56' 93.99' 95.87' 233.11' 196.68' 85.86' 60.04' 209.64' 119.58' 62.36' 127.27' 85.00' 60.01' 117.63' 26.98' 18.48' 35.48' EASEMENT CURVE TABLE CURVE # C50 C51 C52 C53 RADIUS 130.00' 130.00' 130.00' 130.00' DELTA 8°51'00" 8°51'00" 4°24'42" 4°24'42" ARC DIST 20.08' 20.08' 10.01' 10.01' CHORD DIST 20.06' 20.06' 10.01' 10.01' CHORD BEARING S58°03'27"W S66°54'26"W N68°22'04"E N63°57'22"E TAN BEARING 1 S62°28'57"W S71°19'56"W N70°34'26"E N66°09'43"E TAN BEARING 2 S53°37'57"W S62°28'57"W N66°09'43"E N61°45'01"E EASEMENT LINE TABLE SEGMENT L50 L51 L52 L53 L54 L55 L56 L57 L60 L61 L62 L69 L70 L71 L72 L73 L74 L75 DIRECTION N 27°31'03" W N 00°02'37" W N 13°27'27" E N 89°57'23" E S 13°27'27" W S 00°02'37" E S 27°31'03" E N 00°22'52" E S 23°50'17" E N 89°52'00" E S 42°36'19" W N 00°22'52" E N 89°37'08" W N 00°22'52" E N 73°32'20" E N 00°22'52" E N 89°37'08" W N 00°22'52" E LENGTH 188.02' 280.18' 246.36' 41.14' 251.23' 265.67' 178.24' 20.00' 114.39' 29.97' 40.85' 10.00' 120.00' 16.79' 20.90' 42.84' 140.00' 10.00' 12,862 SF 57 8,040 SF 58 67.00' 48.10' 45.69' 67.00' 114.04' 67.00' S89°37'08"E 120.00' 20.00'ACCESSEASEMENT 10.00' 10.00' PROJECT HOMPF #180370 SHEET 3 OF 3 PHONE: 414.949.8919 501 MAPLE AVENUE DELAFIELD, WI 53018-9351 www.sehinc.com THIS INSTRUMENT DRAFTED BY KENNETH BRAUNLING NOTES: 1. TOTAL AREA = 1,550,849 SQ. FT. 35.60 ACRES 2. ALL PROPOSED RIGHT-OF-WAY TO BE 60 FEET UNLESS OTHERWISE NOTED AND DEDICATED TO THE PUBLIC. 3. EACH INDIVIDUAL LOT OWNER SHALL HAVE UNDIVIDABLE FRACTIONAL OWNERSHIP OF ALL OUTLOTS AND SHALL EACH BE LIABLE FOR AN EQUAL AND UNDIVIDABLE FRACTIONAL SHARE OF THE COST TO MAINTAIN SAID OUTLOTS. WASHINGTON COUNTY AND THE CITY OF HARTFORD SHALL NOT BE LIABLE FOR ANY FEES OR SPECIAL ASSESSMENTS IN THE EVENT THEY BECOME OWNER OF ANY LOT OR OUTLOT IN THE SUBDIVISION BY REASON OF TAX DELINQUENCY 4. STORMWATER MANAGEMENT FACILITIES ARE LOCATED IN OUTLOT 5 OF THIS SUBDIVISION. THE OWNERS OF THE RESIDENTIAL LOTS SHALL EACH BE LIABLE FOR AN EQUAL UNDIVIDABLE FRACTIONAL SHARE OF THE COST TO REPAIR, MAINTAIN, OR RESTORE SAID STORMWATER MANAGEMENT FACILITIES WITHIN OUTLOT 5. SAID REPAIRS, MAINTENANCE, AND RESTORATION SHALL BE PERFORMED BY THE OWNERS OF ALL LOTS WITHIN THIS SUBDIVISION. 5. ALL EASEMENTS EXCEPT STORMWATER MANAGEMENT AREAS ARE GRANTED TO THE CITY OF HARTFORD UNLESS NOTED OTHERWISE. 6. SITE IS IN ZONE X, AREA OF MINIMAL FLOODING AND ZONE AE, 0.2% ANNUAL CHANGE OF FLOOD HAZARD PER FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBERS 55131C0228E AND 55131C0229E, EFFECTIVE DATE 10/16/2015. 7. THIS LAND DIVISION IS TO BE SERVED BY PUBLIC SANITARY SEWER AND WATER. 8. ALL ELECTRIC, TELEPHONE, AND COMMUNICATION DISTRIBUTION LINES AND LATERALS INCLUDING CATV CABLES, CONSTRUCTED AFTER THE RECORDING OF THIS SUBDIVISION PLAT SHALL BE PLACED UNDERGROUND. 9. PROPOSED ZONING is R-2, SINGLE FAMILY RESIDENTIAL DISTRICT. 10. OUTLOTS TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION 11. ANY LAND BELOW THE ORDINARY HIGH WATER MARK OF A LAKE OR NAVIGABLE STREAM IS SUBJECT TO THE PUBLIC TRUST IN NAVIGABLE WATERS THAT IS ESTABLISHED UNDER ARTICLE IX, SECTION 1, OF THE STATE CONSTITUTION. SURVEYOR'S CERTIFICATE I, Jason L. Cance, Professional Land Surveyor hereby certify; That I have surveyed, divided and mapped a part of the Northwest ¼ of the Northeast ¼, the Northeast ¼ of the Northeast ¼, the Southwest ¼ of the Northeast ¼, the Southeast ¼ of the Northeast ¼, and the Northwest ¼ of the Southeast ¼ of Section 15, Township 10 North, Range 18 East, City of Hartford, Washington County Wisconsin, more particularly described as follows: Commencing at the North ¼ corner of said Section 15; thence North 88°54'58” East along the North line of the Northeast ¼ of said Section 15, a distance of 662.24 feet to the northerly extension of the easterly line of Fullpail Heights; thence South 00°02'37” East along said northerly extension and the easterly line of Fullpail Heights, 1,063.52 feet to the point of beginning; thence North 89°57'23” East, 251.22 feet; thence South 00°02'37” East, 113.03 feet; thence South 89°13'53” East, 70.51 feet; Thence South 77°36'45” East, 137.22 feet; thence North 85°07'26” East, 156.22 feet; thence North 28°10'54” East, 186.94 feet; thence North 06°57'27” West, 125.48 feet; thence North 00°01'52” West, 257.70 feet; thence North 88°55'51” East, 362.57 feet to the beginning of a meander line lying South 88°55'51” West 126 feet more or less the Centerline of Stoney Creek; thence South 00°38'23” East along said meander line, 65.07 feet; thence South 72°22'35” West along said meander line, 250.03 feet; thence South 17°04'16” West along said meander line, 99.85 feet; thence South 14°57'39” East along said meander line, 80.03 feet; thence South 79°14'00” East along said meander line, 99.95 feet; thence South 14°26'22” West along said meander line, 135.00 feet; thence South 60°41'23” West along said meander line, 99.96 feet; thence South 31°59'04” West along said meander line, 169.85 feet; thence South 02°20'06” West along said meander line, 258.49 feet; thence South 05°56'53” West along said meander line, 89.90 feet; thence South 08°09'01” West along said meander line, 35.48 feet; thence South 25°12'14” East along said meander line, 131.48 feet; thence South 45°38'49” East along said meander line, 126.56 feet; thence South 08°18'21” East along said meander line, 93.99 feet; thence South 36°44'28” East along said meander line, 95.87 feet; thence South 41°00'04” East along said meander line, 233.11 feet; thence South 30°17'24” East along said meander line, 196.68 feet; thence South 41°53'44” West along said meander line, 85.86 feet; thence South 40°21'24” East along said meander line, 60.04 feet; thence South 60°47'35” East along said meander line, 209.64 feet to the northerly line of Hilldale Park Addition I and the end of said meander line lying South 88°58'03” West 147 feet more or less the Centerline of Stoney Creek; thence South 88°58'03” West along said northerly line of Hilldale Park Addition I, a distance of 633.15 feet to the Northwest corner of said Hilldale Park Addition I; thence South 00°16'41” West along the westerly line of said Hilldale Park Addition I, a distance of 10.50 feet to the Northeast corner of Outlot 1 of Fairway Meadows; thence South 60°15'22” West along the northerly line of said Outlot 1, a distance of 97.19 feet; thence South 31°15'58” West along said northerly line of Outlot 1, a distance of 113.90 feet; thence South 42°36'19” West along said northerly line of Outlot 1, a distance of 165.05 feet; thence South 89°52'00” West along said northerly line of Outlot 1, a distance of 130.22 feet to the Southeast corner of Lot 15 of Fairway Meadows; thence North 00°22'52” East along the easterly line of said Lot 15, a distance of 119.58 feet to the Northeast corner of said Lot 15; thence North 15°26'17” West, 62.36 feet to the Southeast corner of Lot 14 of Fairway Meadows; thence North 00°22'52” East along the easterly line of said Lot 14, a distance of 127.27 feet to the Northeast corner of said Lot 14; thence North 89°37'08” West along the northerly line of said Lot 14, a distance of 85.00 feet to the Northwest corner of said Lot 14; thence South 89°16'03” West, 60.01 feet to the Northeast corner of Lot 13 Fairway Meadows; thence North 89°37'08” West along the northerly line of said Lot 13, a distance of 117.63 feet to the Northwest corner of said Lot 13 also the easterly line of Fullpail Heights; thence North 00°02'37” West along the easterly line of Fullpail Heights, 1,531.62 feet to the point of beginning; Said lands contain1,430,580 Square Feet, 32.84 Acres more or less to the Meander Line, 1,550,849 Square Feet, 35.60 Acres more or Less to the centerline of Stoney Creek. That I have made such survey, land division and plat by the direction of the owner (s) of said lands. That such survey is a correct representation of all exterior boundaries of the lands surveyed and the division thereof made. That I have fully complied with the provisions of Chapter 236.34 of the Wisconsin State Statutes and the subdivision regulations of the City of Hartford in surveying, dividing and mapping the same. Dated this 3rd Day of February, 2026 ____________________________________________________________ Jason L. Cance, PLS S-2688 CORPORATE OWNER'S CERTIFICATE OF DEDICATION: Home Path Financial LP, a corporation duly organized and existing under and by virtue of the laws of the State of Wisconsin, as owner, does hereby certify that said corporation caused the land described on this plat to be surveyed, divided, mapped and dedicated as represented on this plat. Home Path Financial LP, does further certify that this plat is required by S236.10 or S236.12 to be submitted to the following for approval or objection: 1) Wisconsin Department of Administration 2) City of Hartford IN WITNESS WHEREOF, said Home Path Financial LP, has caused these presents to be signed by Kenneth Frank, member, at __________________________, Wisconsin, and its corporate seal to be hereunto affixed on this ___________ day of ____________________________. In Presence of: ____________________________________ Kenneth Frank, member STATE OF WISCONSIN) _____________ COUNTY) SS Personally came before me this ________ day of _______________________, 20_______, the above named ________________, member of the above named corporation, to me known to be such member of said corporation, and acknowledged that they executed the foregoing instrument as such officers as the deed of said corporation, by its authority. ___________________________________ Notary Public __________________ County, Wisconsin My Commission Expires ______________ PLAN COMMISSION APPROVAL CERTIFICATE: Resolved that the plat of Fairway Meadows I, in the City of Hartford, Home Path Financial LP, Land owner and Developer, is hereby approved by the Plan Commission. Approved as of the ____ day of __________________, 20_____. Date:___________________ Signed __________________________________ Mayor Dennis Regan I hereby certify that the foregoing is true and correct copy of a resolution adopted by the Plan Commission of the City of Hartford Date:___________________ Signed __________________________________ Shanna Kreilkamp, City Clerk CERTIFICATE OF CITY TREASURER: STATE OF WISCONSIN) ____________COUNTY) SS I, Jeralyn Multhauf, being the duly appointed, qualified and acting Treasurer of the City of Hartford, do hereby certify that in accordance with the records in my office, there are no unpaid taxes or unpaid special assessments as of _______________________________ on any of the land in the plat of Fairway Meadows I Dated ________________ __________________________________ Jeralyn Multhauf, Finance Director / Treasurer CERTIFICATE OF COUNTY TREASURER: STATE OF WISCONSIN) ____________COUNTY) SS I, Scott M. Henke, being duly elected, qualified and acting Treasurer of Washington County, do hereby certify that the records in my office show no unredeemed tax sales and no unpaid taxes or special assessments as of __________________________ affecting the lands included in the plat of Fairway Meadows I. _____________________________________________________________ Scott M. Henke, County Treasurer Date There are no objections to this plat with respect to Secs. 236.15, 236.16, 236.20 and 236.21(1) and (2), Wis Stats. as provided by s. 236.12, Wis. Stats. Certified __________________, 20_____ Department of Administration BEING A PART OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4, THE NORTHEAST 1/4 OF THE NORTHEAST 1/4, THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4, THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4, AND THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 15, T.10N., R.18E., CITY OF HARTFORD, WASHINGTON COUNTY, WISCONSIN. FAIRWAY MEADOWS I 77 13,354 SF 78 8,700 SF OUTLOT 4 83,956 SF DETAIL C ACCESS EASEMENT SCALE 1:40 CITY COMMON COUNCIL APPROVAL CERTIFICATE: APPROVED, that the Plat of Fairway Meadows I, in the City of Hartford, is hereby approved by the Common Council. All conditions have been met as of the ___________ day of______________, 20______ Date: _________________________ Signed__________________________________ Mayor Dennis Regan Date: _________________________ Signed__________________________________ Shanna Kreilkamp, City Clerk Daily News: May 8, 2026 May 15, 2026 3 Notices Sent NOTICE OF PUBLIC HEARING COMMON COUNCIL PLEASE TAKE NOTICE that pursuant to Section § 62.23(7) of the Wisconsin State Statutes and Section § 52.232 of the City of Hartford Municipal Code, a PUBLIC HEARING will be held at 7:00 p.m. or thereafter on May 26, 2026, in the Common Council Chambers at the lower level of City Hall, 109 N. Main Street, by the City of Hartford Common Council to consider the following: An Ordinance to amend the following section of the Chapter 52, Hartford Municipal Zoning Code: Amend Section § 52.1111(B)(2) to allow for refuse storage areas to face street view. The purpose of the public hearing is to hear those persons who wish to express their opinions for or against the requested Zoning Code Amendment. In accordance with Section § 66.035, Wis. Stats. a copy of the proposed ordinance can be viewed at the Planning and Zoning Department, 109 N. Main Street, Monday - Friday between the hours of 7:30 a.m. and 4:30 p.m. – Phone: 262-673-8272 Dated this 15th Day of April, 2026 Shanna Kreilkamp City Clerk Mailings Sent to Clerk with 1000 Feet 4/15/26 Town of Hartford Atten: Clerk 3360 Highway K Hartford WI 53027 Town of Polk Atten: Clerk 3680 State Hwy. 60 Slinger WI 53086 Town of Rubicon Atten: Clerk N3864 County Hwy. P Rubicon WI 53078 Mailed: 4/15/26 Ordinance No. ______ ORDINANCE TO AMEND CHAPTER 52: ZONING CODE, THROUGH THE REMOVAL OF LANGUAGE UNDER SECTION § 52.1111(B)(2), REFUSE STORAGE The Common Council of the City of Hartford, Washington/Dodge Counties, Wisconsin, do ordain as follows: SECTION 1: Amend Section § 52.1111(B)(2), Refuse Storage through the removal of language: * * * (2) The access gate must face away from street view or adjacent residential areas * * * SECTION 2: All ordinances or parts of ordinances inconsistent with the provisions of this ordinance are hereby repealed. SECTION 3: This ordinance shall take effect and be in full force upon its passage and the day after its publication. Signed: _________________________________ Dennis J. Regan, Mayor INTRODUCED: May 26, 2026 ADOPTED: May 26, 2026 Attest: ________________________________ Shanna Kreilkamp, City Clerk Daily News: May 8, 2026 May 15, 2026 5 Notices Sent NOTICE OF PUBLIC HEARING COMMON COUNCIL PLEASE TAKE NOTICE that pursuant to Section § 62.23(7) of the Wisconsin State Statues and Section § 52.232 of the City of Hartford Municipal Code, that a PUBLIC HEARING will be held at 7:00 p.m. or thereafter on May 26, 2026, in the Common Council Chambers at the lower level of City Hall, 109 N. Main Street, by the City of Hartford Common Council to consider the request of the City of Hartford Plan Commission to rezone 158 North Pike Lake Drive (Tax Key #: 36-220-1008-062) from C-1 Conservation District to B-2, Community Business District. 158 North Pike Lake Drive, Washington County, Wisconsin is further described as follows: Lot Two (2) of Certified Survey Map No. 7184, recorded in the Washington County Registry on December 22, 2021 in Volume 55 of Certified Survey Maps on Pages 212 to 215 as Document No. 1552112, being a division of Lot 2 of Certified Survey Map No. 6994, being a division of Lot 2 of Certified Survey Map No. 5485 and corrected by Affidavit recorded on December 20, 2006 as Document No. 1147444, being part of the Northwest ¼ of the Northeast ¼, part of the Southwest ¼ of the Northeast ¼ and part of the Southeast ¼ of the Northeast ¼ of Section 22, Township 10 North, Range 18 East, City of Hartford, Washington County, Wisconsin All persons wishing to provide testimony for or against the requested zoning change are invited to be present. Written comments may be submitted to City Clerk Shanna Kreilkamp, 109 North Main Street, Hartford, WI 53027. A copy of the proposed ordinance and zoning map can be viewed at the Planning and Zoning Department, 109 N. Main Street, Monday- Friday between the hours of 7:30 a.m. and 4:30 p.m. Phone: 262-673-8272 Dated this 14th day of April, 2026 Shanna Kreilkamp City Clerk Notices Sent w/in 200 ft of 36-220-1008-062 Created 4/7/26 Tax Key Name Address City State Zip 36_2201008002 ARHC AMHTDWI01 LLC 21001 N TATUM BLVD STE 1630-630 PHOENIX AZ 85050-0000 T6_047600Z AMOTH REV TR 2911 WILDLIFE LN RICHFIELD WI 53076 36_2201008058 CWG ENTERPRISE LLC 6510 AURORA RD STE A WEST BEND WI 53090 36_2201008061 RMC HOMES VIII LLC 1119 ROSEBANK DR COLUMBUS OH 53027 36_2201008062 TOOTH LOVE LLC 158 N PIKE LAKE DR HARTFORD WI 53027 Mailed 4/14/26 City of Hartford Chapter 52 – Zoning 7-16 52.1104 Landscaping and buffers Landscaping and buffers must be depicted on an approved site plan consistent with Article 17. 52.1105 Parking and loading On-site parking and loading areas, internal roadways, driveways, and pedestrian routes must be depicted on an approved site plan consistent with this article and Article 18. 52.1106 Outdoor lighting Outdoor lighting must be depicted on an approved site plan consistent with Article 19. 52.1107 Signage Signs that require approval must be depicted on an approved site plan consistent with Chapter 54. 52.1108 Cross-access connections Cross-access connections must be provided between adjoining commercial parcels whenever it is feasible to do so, as determined by the reviewing authority. 52.1109 Fire lanes A fire lane, when required by state code, must be depicted on an approved site plan. 52.1110 Outdoor storage areas A. Outdoor storage areas, when allowed, must be located in the rear yard or in the side yard when this is the only feasible place. B. Outdoor storage areas adjoining residential, commercial, and city center districts must be screened with a wall, a non-metallic fence, a berm, landscaping, or any combination, as approved by the Plan Commission. C. Materials kept out of doors shall not exceed the height of required screening. D. Outdoor storage areas shall consist of concrete or asphaltic concrete. The Plan Commission may approve the use of gravel in low-traffic areas, provided such area is smaller than the remaining surfaced area. If gravel is allowed, the control of fugitive dust must be addressed to the satisfaction of the Plan Commission. 52.1111 Refuse storage A. General requirement. When garbage and/or recyclable materials are stored out-of-doors, such materials must be stored in a container which is concealed or suitably screened from public view. B. Dumpster enclosure. When a dumpster is used for garbage and/or recyclables and it is not fully screened by the overall building envelope, a solid wall or fence must totally enclose the dumpster(s) consistent with the following: City of Hartford Chapter 52 – Zoning 7-17 (1) The height of the enclosure must be at least 18 inches above the highest point of the dumpster. (2) The access gate must face away from street view or adjacent residential areas. (3) The design of the enclosure must be compatible in design with the architectural style of the principal building in terms of its scale, exterior materials used, and color. The location of the dumpster enclosure must (1) not impair vehicular access or snow removal operations, (2) not be located within a bufferyard or a drainage or stormwater easement, (3) be in an area approved by the waste hauler, (4) not be located within 20 feet of a public street, public sidewalk, or internal pedestrian way, and (5) encourage sharing or consolidation of refuse containers for multiple users. C. Site plan. Refuse containers and dumpster enclosures must be depicted on an approved site plan. 52.1112 through 52.1139 reserved DIVISION 6 ARCHITECTURAL STANDARDS 52.1140 Applicability Those land uses designated as requiring architectural plan review in the land-use matrix (Appendix A) must comply with the requirements in this division along with the corresponding procedures in Article 5. 52.1141 Legislative findings The Common Council makes the following legislative findings regarding architectural requirements in this division: (1) The exterior design of a building has a substantial and long-lasting effect on surrounding properties and the overall character of the City. (2) Buildings and especially those within a largely developed area should fit into the context in which they occur. (3) Architectural design standards should allow for a variety of architectural styles and be flexible to the greatest extent possible. (4) The standards in this division are intended to provide meaningful guidance to property owners, design professionals, and public officials. (5) The standards in this division are intended to promote the public health, safety, and welfare and are reasonably related to the public purpose of achieving an attractive, functional, and prosperous community. 52.1142 Four-sided architecture A. Description. Four-sided architecture refers to a building design where all four sides of the building are aesthetically pleasing and functional. While there may be different materials, colors, and design elements on the various sides of the building, the overall intent is to create a unified theme for the entire building. This can be accomplished through the design of roof lines, use of similar architectural detailing, and building materials. Exhibit 7-12. Trash enclosure Ordinance No. ____ ORDINANCE TO AMEND CHAPTER 52, OFFICIAL ZONING MAP OF THE CITY OF HARTFORD The Common Council of the City of Hartford, Washington and Dodge Counties, Wisconsin, do ordain as follows: SECTION 1 : The following described propert y, City of Hartford, Washington County, Wisconsin is hereby altered and changed (rezoned) from a C-1, Conservancy to B-2, Community Business District classification as follows: 158 North Pike Lake Drive (Tax Key #: 36-2201-008-062): Lot Two (2) of Certified Survey Map No. 7184, recorded in the Washington County Registry on December 22, 2021 in Volume 55 of Certified Survey Maps on Pages 212 to 215 as Document No. 1552112, being a division of Lot 2 of Certified Survey Map No. 6994, being a division of Lot 2 of Certified Survey Map No. 5485 and corrected by Affidavit recorded on December 20, 2006 as Document No. 1147444, being part of the Northwest ¼ of the Northeast ¼, part of the Southwest ¼ of the Northeast ¼ and part of the Southeast ¼ of the Northeast ¼ of Section 22, Township 10 North, Range 18 East, City of Hartford, Washington County, Wisconsin SECTION 2: All ordinances or parts of ordinances inconsistent with the provisions of this ordinance are hereby repealed. SECTION 3: This Ordinance shall be in full force and take effect from and after its passage and publication as required by law. Signed: ___________________________________ Dennis J. Regan, Mayor Introduced: M ay 26, 2026 Adopted: May 26, 2026 Attest: ______________________________ Shanna Kreilkamp, City Clerk 158 North Pike Lake Drive 158 North Pike Lake Drive Zoning 158 North Pike Lake Drive Wetlands City of Hartford Chapter 52 – Zoning C - 16 General Industrial (M-2) District This district is intended to allow industrial, office, storage, and other supporting uses including those land uses that may require more extensive outdoor storage, freight handling, repair, and maintenance activities than allowed in the M-1 district. Allowable uses are geared toward activities which are not associated with high levels of noise, odor, particulate emissions, and other potential nuisances that cannot be adequately fully mitigated on-site. Architectural, site design, landscaping, and other requirements are intended to minimize impacts and potential nuisances to other land uses. Lot Standards Details A Lot area, minimum § 52.1001 40,000 square feet B Lot width, minimum § 52.1003 150 feet Building Standards C Principal building height, maximum § 52.1004 50 feet Setbacks D Street-yard setback, minimum § 52.1007 40 feet E Side-yard setback, minimum § 52.1007 25 feet when abutting non-residential district; 150 feet when abutting residential district F Rear-yard setback, minimum § 52.1007 25 feet when abutting non-residential district; 150 feet when abutting residential district G Shore yard setback, minimum § 52.1007 75 feet Site Standards H Building coverage, maximum § 52.1008 50 percent Other I Driveway width at street right of way, maximum See § 52.2414 for specific standards J Driveway setback, minimum 15 feet K Parking lot setback, minimum 30 feet from residential parcels. 10 feet from non-residential parcels. L Loading area setback, minimum 100 feet from front lot line RESOLUTION NO. ___ A RESOLUTION APPROVING A CERTIFIED SURVEY MAP CREATING LOT 1 LOCATED ON 1501 INNOVATION WAY IN THE CITY OF HARTFORD, WASHINGTON COUNTY, WISCONSIN Tax Keys: 36-1804-002-015 BE IT RESOLVED by the Common Council of the City of Hartford, Washington/Dodge Counties, Wisconsin, that the C.S.M. creating Lot 1 on 1501 Innovation Way as described as follows: PART OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 18, TOWNSHIP 10 NORTH, RANGE 18 EAST, CITY OF HARTFORD, COUNTY OF WASHINGTON, STATE OF WISCONSIN, DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 18; THENCE NORTH 89°55’49” WEST, 1318.29 FEET, ALONG THE NORTH LINE OF SAID SOUTHEAST ¼ TO THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE SOUTH 00°17’40” EAST, 1081.10 FEET, ALONG THE EAST LINE OF THE NORTHWEST 1/4 OF SAID SOUTHEAST 1/4 TO THE NORTHEAST LINE OF A RAILROAD RIGHT- OF-WAY OPERATED BY THE WISCONSIN & SOUTHERN RAILROAD; THENCE NORTH 61°21’40” WEST, 685.57 FEET, ALONG SAID NORTHEAST RAILROAD RIGHT -OF -WAY LINE; THENCE NORT H 00°17’40” WEST, 753.25 FEET, ALONG A LINE 600.00 FEET WEST OF AND PARALLEL WITH SAID EAST LINE TO THENORTH LINE OF SAID SOUTHEAST 1/4; THENCE SOUTH 89°55’49” EAST, 600.01 FEET, ALONG THE NORTH LINE OF SAID SOUTHEAST 1/4 TO THE POINT OF BEGINNING. CONTAINING 550,305 SQUARE FEET // 12.6333 ACRES, MORE OR LESS. is hereby approved. Signed: ____________________________________ Dennis J. Regan , Mayor INTRODUCED: May 26, 2026 ADOPTED: May 26, 2026 ATTEST: ________________________________________ Shanna Kreilkamp, City Clerk CITY OF HARTFORD PLAN COMMISSION APPROVAL THIS LAND DIVISION IS HEREBY APPROVED BY THE CITY OF HARTFORD PLAN COMMISSION ON THIS ________ DAY OF ______________________________, 20____. __________________________________________ _________________________________________ D E N N I S R E G A N , C H A I R M A N J A C O B M A A S , C I T Y P L A N N E R CITY OF HARTFORD COMMON COUNCIL APPROVAL THIS LAND DIVISION IS HEREBY APPROVED, AND ACCEPTED BY THE VILLAGE OF SLINGER VILLAGE BOARD ON THIS ________ DAY OF _____________________________, 20____. ____________________________________________ DENNIS REGAN, MAYOR ____________________________________________ SHANNA KREILKAMP, CITY CLERK SURVEYOR’S CERTIFICATE I, J. SCOTT HENKEL, PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT I HAVE SURVEYED, DIVIDED, AND MAPPED THE FOLLOWING LAND AS DIRECTED BY THE OWNER, CITY OF HARTFORD: PART OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 18, TOWNSHIP 10 NORTH, RANGE 18 EAST, CITY OF HARTFORD, COUNTY OF WASHINGTON, STATE OF WISCONSIN, DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 18; THENCE NORTH 89°55’49” WEST, 1318.29 FEET, ALONG THE NORTH LINE OF SAID SOUTHEAST 1/4 TO THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE SOUTH 00°17’40” EAST, 1081.10 FEET, ALONG THE EAST LINE OF THE NORTHWEST 1/4 OF SAID SOUTHEAST 1/4 TO THE NORTHEAST LINE OF A RAILROAD RIGHT-OF-WAY OPERATED BY THE WISCONSIN & SOUTHERN RAILROAD; THENCE NORTH 61°21’40” WEST, 685.57 FEET, ALONG SAID NORTHEAST RAILROAD RIGHT-OF -WAY LINE; THENCE NORTH 00°17’40” WEST, 753.25 FEET, ALONG A LINE 600.00 FEET WEST OF AND PARALLEL WITH SAID EAST LINE TO THE NORTH LINE OF SAID SOUTHEAST 1/4; THENCE SOUTH 89°55’49” EAST, 600.01 FEET, ALONG THE NORTH LINE OF SAID SOUTHEAST 1/4 TO THE POINT OF BEGINNING. CONTAINING 550,305 SQUARE FEET // 12.6333 ACRES, MORE OR LESS. I FURTHER CERTIFY THAT THE MAP PREPARED IS A CORRECT REPRESENTATION OF ALL THE EXTERIOR BOUNDARIES AS SHOWN AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF CHAPTER 236.34 OF THE WISCONSIN STATUTES, AND THE CITY OF HARTFORD SUBDIVISION ORDINANCE. ____________________________________________ J. SCOTT HENKEL, PLS 2495 CORPORATE OWNER’S CERTIFICATE AS OWNER, CITY OF HARTFORD, A WISCONSIN MUNICIPAL CORPORATION DULY ORGANIZED AND EXISTING UNDER AND BY THE VIRTUE OF THE LAWS OF THE STATE OF WISCONSIN, CERTIFIES THAT SAID MUNICIPAL CORPORATION CAUSED THE LAND DESCRIBED ON THIS MAP TO BE SURVEYED, DIVIDED, AND MAPPED AS REPRESENTED HEREON. THE CITY OF HARTFORD DOES FURTHER CERTIFY THAT THIS CERTIFIED SURVEY MAP IS MAPPED IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 236.34 OF THE WISCONSIN STATUTES AND THE REQUIREMENTS AND ORDINANCES OF THE CITY OF HARTFORD. _____________________________________________ DENNIS REGAN, MAYOR STATE OF WISCONSIN : S S _________________________ COUNTY PERSONALLY CAME BEFORE ME THIS _____ DAY OF ________________________, 20___, ___________________________________, THE __________________________________________ OF SAID MUNICIPAL CORPORATION TO ME KNOWN AS THE PERSON(S) WHO EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED SAME. ________________________________________________ NOTARY PUBLIC, STATE OF WISCONSIN MY COMMISSION EXPIRES: ______ ______________________________ UP A-201 A-2012 1 A-102 1 G F E C B 1 2 3 4 5 86 7 DA-201 3 A-201 4 47' - 0"46' - 0"46' - 0"46' - 0"46' - 0"46' - 0"47' - 0" 46' - 0" 43' - 0" 43' - 0" 43' - 0" 43' - 0" 46' - 0" 264' - 0" 324' - 0" 16' - 0" 37' - 4" 14' - 8" 240' - 0" 16' - 0" 4' - 0" 34' - 0" 134' - 6" 3' - 6"8' - 0"3' - 6"8' - 0"3' - 6"8' - 0"21' - 6"3' - 4"4' - 8"16' - 0"154' - 8"13' - 4"16' - 0" 324' - 0" 10-TON CRANE BAY 40' - 10" OFFICE EXPANDBLE ENDWALL LOADING DOCK CONCRETE SLAB MEZZANINE ABOVE TOOL & GRINDING ROOM CONTROL ROOM GAS & OXYGEN PAD COMPRESSOR & UTILITY ROOM PAINT STORAGE BOOTH ROOM 6" REINF. CONCRETE FLOOR SLAB (SEE STRUCTURAL) TRASH ENCLOSURE (20'x10'x7') (2) 8-YARD DUMPSTERS UPUP SLOPE 1% SHOP ENTRY OFFICE ENTRY LOCKERS 10' - 0" 19' - 4" 2' - 8"14' - 0"2' - 8" 1' - 2" 22' - 6" 22' - 6" 23' - 0" 23' - 0" 23' - 0" 23' - 0" 23' - 0" 23' - 0" 23' - 0" 23' - 0" 23' - 0" 23' - 0" 22' - 6" 22' - 6" 1' - 2" MANUFACTURING WAREHOUSE 101 101A 101B 101C 101D 101E 101F 101G 101H 101J 1.1 1.2 2.5 3.5 4.5 5.5 6.5 7.5 7.9 G.1 E.1 F.1 A 248' - 0"16' - 0" Revision: Project Number: Sheet Number: Sheet Title: 3350 SOUTH RIVER ROAD WEST BEND, WI 53095-7884 (262) 334-3811 F:(262) 334-4990 3350 SOUTH RIVER ROAD WEST BEND, WI 53095-7884 (262) 334-3811 F:(262) 334-4990 Issue Date: 1501 INNOVATION WAY, HARTFORD WI 53027 26006 A-101 OVERALL FLOOR PLAN 05/05/26 DJS MANUFACTURING NEW BUILDING FOR: NORTHBUILDING FOOTPRINT: +/- 85,600 sqft MFG. FOOTPRINT: +/- 80,900 sqft OFFICE FOOTPRINT: +/- 4,700 sqft (INCLUDES ASSEMBLY/ BREAK ROOM) (LOCKERS 650 sqft) MEZZANINE (ABOVE OFFICE): +/- 3,000 sqft SCALE: 1/16" = 1'-0"A-101 1 OVERALL FLOOR PLAN A-600 6 BB 1 2 3 4 OFFICE 117 OFFICE 116 OFFICE 118 RECEPTION 114 CONFERENCE ROOM 107 OFFICE ENTRY VESTIBULE 110 15' - 7 1/8"9' - 10 1/8"10' - 4 1/8" 134' - 6" MEZZANINE ABOVE 2' - 8" 9' - 4" 2' - 8" 34' - 0" MEDIA OFFICE 119 OFFICE / VENDOR INTERVIEW 113 OPEN OFFICE 115 WOMENS 121 MENS 120 ASSEMBLY / BREAK ROOM 105 OUTDOOR PATIO VENDING 30' - 1 3/4" 13' - 0" REF. 32' - 0" WOMENS LOCKER ROOM 103 MENS LOCKER ROOM 102 40 LOCKERS 16 LOCKERS FRZ. OFFICE / STORAGE 109 LOBBY 111 JANITOR 104 SHOP ENTRY 8' - 0"8' - 0"39' - 11 3/4" 4' - 0 1/8" 15' - 2 3/8" 32' - 5 1/2" FUTURE LIFT 32' - 0"7' - 0" 4' - 0" 10"33' - 2" 20' - 4" 22' - 7 1/8" 13' - 3 3/4" 5' - 8 1/8" 12' - 0 1/8" 3' - 7" JAN. 106 4' - 0 1/8" 11' - 7 3/8"15' - 7 1/8"14' - 5 5/8" MANUFACTURING WAREHOUSE 101 WEST HALLWAY 108 MOP SINK MOP SINK 3' - 4" UP UP EAST HALLWAY 112 A-601 2 A-601 3 W5 W5 4' - 0" 2' - 0" 1.1 1.2 2.5 3.5 AA 101A 101J 105A 105C 106 105B 107 109 113 110B 110A 111 116 117 118 119 112 121120 104 103 102 B 1 2 3 4 MEZZANINE 201 34' - 0" 50' - 0" 84' - 6" DN MANUF. / WAREHOUSE OPEN TO BELOW DN MECHANICAL EQUIPMENT CURRENT USE: STORAGE FUTURE USE: OFFICE FUTURE MEZZANINE 202 FUTURE USE: STORAGE FUTURE LIFT REMOVABLE RAILING RAILING RAILING ROOF HATCH ABOVE 2933 S.F. 1700 S.F. MECHANICAL EQUIPMENT -NO STORAGE- -NO STORAGE- FUTURE RAILING 5' - 0"34' - 0" 4' - 0" 6' - 0" 74' - 6" 5' - 0" 5' - 0"23' - 0"6' - 0"5' - 0" 134' - 6" LOCKER ROOM CEILING CAP 1.1 1.2 2.5 3.5 A W2 W2 W1 W1 W1 W1 GENERAL FLOOR PLAN NOTES: A. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS OR NOTES SHALL GOVERN. IF THERE ARE ANY MISSING DIMENSIONS OR DISCREPANCIES, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE DESIGNER PRIOR TO FABRICATION / CONSTRUCTION BEGINS. B. PROVIDE DUST CONTROL BETWEEN CONSTRUCTION AREAS AND OCCUPIED AREAS AT ALL TIMES. C. ALL INTERIOR DIMENSIONS ARE FROM FACE-OF-STUD TO FACE-OF-STUD OR FACE-OF-BLOCK TO FACE-OF-BLOCK (TO NOMINAL FACE). D. ALL INTERIOR WALLS TO BE 3 5/8" OR 6", METAL STUDS (SEE WALL TYPES FOR SIZE) W/ GYPSUM BD. BOTH SIDES. U.N.O. STUDS EXTENDED TO METAL DECK SHALL HAVE SLIP CONNECTION TO ALLOW FOR DEFLECTION. E. USE WATER RESISTANT GWB BEHIND ALL SINKS AND WET AREAS. F. PROVIDE 3 1/2" SOUND BATT INSULATION AROUND PERIMETER OF TOILET ROOMS AND OFFICE WALLS, FULL HEIGHT OF WALL. G. PROVIDE BACKING FOR OWNER EQUIPMENT AS REQUIRED. COORDINATE WITH OWNER. H. SEAL PENETRATIONS IN FIRE RATED ASSEMBLIES AND SMOKE BARRIERS TO MEET REQUIRED RATINGS. UTILIZE UL APPROVED METHODS. I. DOOR JAMBS ARE 4" OFF NEAREST PERPENDICULAR WALL U.N.O. J. ALL OFFICE EXTERIOR WINDOWS TO HAVE GYP. BD. RETURNS @ HEAD & JAMBS, U.N.O. K. ALL CABINETS & COUNTERTOPS TO HAVE PLASTIC LAMINATE FRONTS AND TOPS. U.N.O. L. WATER HEATER SHALL BE DIRECT VENTED, SEALED COMBUSTION OR ELECTRIC. M. H.V.A.C. UNITS SHALL BE DIRECT VENTED, SEALED COMBUSTION. N. TOILET ROOMS TO BE PROVIDED W/ EXHAUST VENTILATION PER WISCONSIN STATE CODE. SIZE TO BE DETERMINED BY H.V.A.C. CONTRACTOR. F.FL.EL. 100' - 0" MEZZ F.F.E. 112' - 10" MEZ BRG 111' - 7" 6" PRECAST WALL CONC. FOOTINGS (SEE STRUCTURAL) 12" PRECAST PLANK FLOOR W/ 3" CONC. TOPPING 1' - 0"3" 12' - 7"3' - 6" 3" STL. ANGLE (SEE STRUCTURAL) T.O.W -PC-MEZZ 112' - 7" 6" REINF. CONC. SLAB ON GRADE (SEE STRUCTURAL) SHIM SPACE 6" PERIMETER STL. ANGLE (SEE STRUCTURAL) 1 1/4"Ø, SCHED. 40, PIPE GUARDRAIL W/ POSTS EVENLY SPACED @ MAX. 5'-0" OC PERIMETER 4" HIGH STL. PLATE TOE-KICK 42" HGT. GUARDRAIL @ MEZZ & STAIR PERIMETERWELD RAILING POSTS TO PERIMETER ANGLE MANUFACTURING WAREHOUSE 101 OFFICE 119 ACT CEILING (SEE SCHEDULE) P-3 Revision: Project Number: Sheet Number: Sheet Title: 3350 SOUTH RIVER ROAD WEST BEND, WI 53095-7884 (262) 334-3811 F:(262) 334-4990 3350 SOUTH RIVER ROAD WEST BEND, WI 53095-7884 (262) 334-3811 F:(262) 334-4990 Issue Date: 1501 INNOVATION WAY, HARTFORD WI 53027 26006 A-102 OFFICE / ASSEMBLY / LOCKER & MEZZANINE FLOOR PLANS DJS MANUFACTURING NEW BUILDING FOR: NORTH SCALE: 1/8" = 1'-0"A-102 1 ENLARGED FLOOR PLAN - OFFICE SCALE: 1/8" = 1'-0"A-102 2 FLOOR PLAN - MEZZANINE NORTH SCALE: 1/2" = 1'-0"A-102 3 WALL SECTION - EAST MEZZANINE REFLECTED CEILING LEGEND 2' x 2' ACT - ACOUSTICAL SUSPENDED CEILING TILE W/ EXPOSED GRID (VCT - VINYL COVERED CEILING TILE AT WET AREAS) -SEE ROOM FINISH SCHEDULE EXPOSED STRUCTURE 2' x 2' MCP - METAL CEILING PANEL (PERFORATED ALUMINUM) W/ EXPOSED ALUMINUM GRID -SEE ROOM FINISH SCHEDULE GENERAL REFLECTED CEILING PLAN NOTES: A. CEILING PLAN SHOWS DESIGN INTENT ONLY. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR DEVICE/FIXTURES TYPES, SIZES, AND INSTALLATION. NOTE: DEVICES SHOWN ON ARCHITECTURAL PLAN AND NOT ON THE ENGINEERING DRAWINGS OR SPECIFICATION SHOULD BE BROUGHT TO ARCHITECT'S ATTENTION FOR CLARIFICATION. B. ACOUSTICAL CEILING GRID SHALL BE CENTERED IN ROOMS UNLESS NOTED OTHERWISE. C. MOUNT SUPPLY AIR DIFFUSERS IN THE CENTER OF WHOLE CEILING PANELS. D. WIRE CEILING FROM STRUCTURE ABOVE AND WIRE FOR ADDITIONAL LOAD AT LIGHTS AND CEILING DIFFUSERS. E. CEILING TYPE AND HEIGHT NOTED ON ROOM FINISH SCHEDULE. F. PROVIDE 2'-0" CEILING GRID CROSS TEE AT EACH RETURN GRILLE. G. UNLESS NOTED OTHERWISE, CEILING SHALL BE SUSPENDED METAL TEE AND ACOUSTICAL TILE, 2'-0" x 2'-0", TYPICAL. REFER TO ROOM FINISH SCHEDULE FOR MFG. AND STYLE. H. SUSPENDED SYSTEM IN "WET" AREAS SHALL BE ALUM. B 1 2 3 4 109' - 0" 109' - 0" 109' - 0" 109' - 0" 109' - 0" 109' - 0" 109' - 0" 109' - 0" 109' - 0" 109' - 0" 109' - 0" 109' - 0" 109' - 0"109' - 0" 109' - 0" 109' - 0" 110' - 0" 1.1 1.2 2.5 3.5 A Revision: Project Number: Sheet Number: Sheet Title: 3350 SOUTH RIVER ROAD WEST BEND, WI 53095-7884 (262) 334-3811 F:(262) 334-4990 3350 SOUTH RIVER ROAD WEST BEND, WI 53095-7884 (262) 334-3811 F:(262) 334-4990 Issue Date: 1501 INNOVATION WAY, HARTFORD WI 53027 26006 A-103 REFLECTED CEILING PLANS 4/17/2017 DJS MANUFACTURING NEW BUILDING FOR: NORTH SCALE: 1/8" = 1'-0"A-103 1 REFLECTED CEILING PLAN - OFFICE / LOCKER AREAS G F E C B 1 2 3 4 5 86 7 D MECHANICALLY FASTENED (BID) FULLY ADHERED (ALTERNATE) 60 MIL EPDM MEMBRANE ROOF SYSTEM OVER 6.2" POLYISOCYANURATE INSULATION (R-35) OVER RIBBED STEEL ROOF DECK (SEE STRUCTURAL) OVER OPEN WEB STEEL JOISTS (SEE STRUCTURAL) ROOF HATCH (36" x 36") PREFAB MTL. CANOPY BELOW (SCUPPER DRAINAGE), TYP. +0 -11 RD -11 -11-11 -11 -11 +0 +0 +0 +0 +0 1/4" / FT SLOPE1/4" / FT SLOPE 1/4" / FT SLOPE 1/4" / FT SLOPE 1/4" / FT SLOPE 1/4" / FT SLOPE +0 +0 +0 +0 1/4" / FT SLOPE1/4" / FT SLOPE 1/4" / FT SLOPE 1/4" / FT SLOPE +0 +0 +0 +0 1/4" / FT SLOPE1/4" / FT SLOPE 1/4" / FT SLOPE 1/4" / FT SLOPE +0 1/4" / FT SLOPE1/4" / FT SLOPE 1/4" / FT SLOPE 1/4" / FT SLOPE +0 +0 +0 +0 1/4" / FT SLOPE1/4" / FT SLOPE 1/4" / FT SLOPE 1/4" / FT SLOPE +01/4" / FT SLOPE1/4" / FT SLOPE 1/4" / FT SLOPE 1/4" / FT SLOPE RD ORD RDORD RDORD RDORD RDORD RDORD ROOF SCUPPER OVERFLOW, TYP. ENTRY CANOPY ROOF BELOW: 60 MIL EPDM MEMBRANE OVER 3" TAPERED ROOF BD. (1/4"/FT SLOPE) OVER RIBBED STL. DECK (SEE STRUCTURUAL) OVER STL. C-CHANNEL (SEE STRUCTURAL) -11 RDORD 1/4" / FT SLOPE 1/4" / FT SLOPE 1/4" / FT SLOPE 1/4" / FT SLOPE -11 RDORD +0 +0 1/4" / FT SLOPE 1/4" / FT SLOPE 1/4" / FT SLOPE 1/4" / FT SLOPE -11 RDORD 1/4" / FT SLOPE 1/4" / FT SLOPE 1/4" / FT SLOPE 1/4" / FT SLOPE -11 RDORD 1/4" / FT SLOPE 1/4" / FT SLOPE 1/4" / FT SLOPE 1/4" / FT SLOPE -11 RDORD 1/4" / FT SLOPE 1/4" / FT SLOPE 1/4" / FT SLOPE 1/4" / FT SLOPE -11 RDORD 1/4" / FT SLOPE 1/4" / FT SLOPE TAPERED INSULATION THIS AREA ONLY TAPERED INSULATION THIS AREA ONLY TAPERED INSULATION THIS AREA ONLY 1.1 1.2 2.5 3.5 4.5 5.5 6.5 7.5 7.9 G.1 E.1 F.1 A Revision: Project Number: Sheet Number: Sheet Title: 3350 SOUTH RIVER ROAD WEST BEND, WI 53095-7884 (262) 334-3811 F:(262) 334-4990 3350 SOUTH RIVER ROAD WEST BEND, WI 53095-7884 (262) 334-3811 F:(262) 334-4990 Issue Date: 1501 INNOVATION WAY, HARTFORD WI 53027 26006 A-104 ROOF PLAN DJS MANUFACTURING NEW BUILDING FOR: SCALE: 1/16" = 1'-0"A-104 1 ROOF PLAN NORTH F.FL.EL. 100' - 0" T.0.W. 126' - 0" G F E C BD MEZZ F.F.E. 112' - 10" PREFINISHED MTL. ROOF COPING (COLOR GREY) 3' X 7' H.M. DOOR (COLOR GREY) 3' X 7' H.M. DOOR (COLOR GREY) G.1 E.1F.1 A W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W2 101B101C 127' - 4" 114' - 0" T.0.W. 126' - 0" 123458 67 3' X 7' H.M. DOOR W/ 1/2 LITE (COLOR GREY) 3' X 7' ALUMINUM FULL LITE DOOR W/ TINTED GLAZING (COLOR TO MATCH WINDOWS) ALUMINUM FRAME WINDOWS W/ TINTED GLAZING CUSTOM BREAK MTL. AT ENTRY ROOF FASCIA (COLOR GREY) T.O. WALL 126' - 0" 1.11.22.53.54.55.56.57.57.9 W2 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W2 W2 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3W4 101A W2 W2 W2 W2 W2W2 127' - 4" 127' - 4"127' - 4"127' - 4" GFECB D TRASH ENCLOSURE: PRECAST - SMOOTH FINISH COLOR A W/ MTL. PANEL DOORS (COLOR GREY) 16' X 16' MTL. O.H.D. (COLOR GREY) 3' X 7' H.M. DOOR (COLOR GREY) 8' X 10' MTL. O.H.D. (COLOR GREY) 8' X 10' MTL. O.H.D. (COLOR GREY) 8' X 10' MTL. O.H.D. (COLOR GREY) CHAIN LINK FENCE BEYOND AT UTILITY PAD 3' X 7' H.M. DOOR W/ 1/2 LITE (COLOR GREY) 3' X 7' ALUMINUM FULL LITE DOOR W/ TINTED GLAZING (COLOR TO MATCH WINDOWS) PREFINISHED METAL CANOPY (COLOR GREY) G.1E.1 F.1A W2 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 101D101E101F 101G 101H 101JW3 W4 1 2 3 4 5 86 71.1 1.2 2.5 3.5 4.5 5.5 6.5 7.5 7.9 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 Revision: Project Number: Sheet Number: Sheet Title: 3350 SOUTH RIVER ROAD WEST BEND, WI 53095-7884 (262) 334-3811 F:(262) 334-4990 3350 SOUTH RIVER ROAD WEST BEND, WI 53095-7884 (262) 334-3811 F:(262) 334-4990 Issue Date: 1501 INNOVATION WAY, HARTFORD WI 53027 26006 A-201 EXTERIOR BUILDING ELEVATIONS 05/05/26 DJS MANUFACTURING NEW BUILDING FOR: SCALE: 3/32" = 1'-0"A-201 2 EAST BUILDING ELEVATION SCALE: 3/32" = 1'-0"A-201 1 NORTH BUILDING ELEVATION SCALE: 3/32" = 1'-0"A-201 3 WEST BUILDING ELEVATION SCALE: 3/32" = 1'-0"A-201 4 SOUTH BUILDING ELEVATION 1 2 1 3 31 2 PRECAST CONCRETE: COLOR A - "MEDIUM GREY" FINISH: ACID WASH @ SMOOTH BAND STRIKE WINDOW SYSTEMS: THERMALLY BROKEN ALUMINUM FRAMES (COLOR BLACK) W/ 1" INSULATED LOW E ARGON FILLED GREY TINTED GLASS HOLLOW METAL DOORS, DOOR FRAMES, METAL PANEL, COPING & BREAK METAL: COLOR GREY MATERIALS LEGEND PRECAST CONCRETE: COLOR A - "MEDIUM GREY" FINISH: ACID WASH @ STANDARD "AS-CAST" Revision: Project Number: Sheet Number: Sheet Title: 3350 SOUTH RIVER ROAD WEST BEND, WI 53095-7884 (262) 334-3811 F:(262) 334-4990 3350 SOUTH RIVER ROAD WEST BEND, WI 53095-7884 (262) 334-3811 F:(262) 334-4990 Issue Date: 1501 INNOVATION WAY, HARTFORD WI 53027 26006 A-202 EXTERIOR BUILDING PERSPECTIVES DJS MANUFACTURING NEW BUILDING FOR: SCALE:A-202 1 NORTHWEST VIEW SCALE:A-202 2 OFFICE ENTRANCE VIEW SCALE:A-202 3 SHOP ENTRANCE VIEW Revision: Project Number: Sheet Number: Sheet Title: 3350 SOUTH RIVER ROAD WEST BEND, WI 53095-7884 (262) 334-3811 F:(262) 334-4990 3350 SOUTH RIVER ROAD WEST BEND, WI 53095-7884 (262) 334-3811 F:(262) 334-4990 Issue Date: 1501 INNOVATION WAY, HARTFORD WI 53027 26006 A-203 EXTERIOR BUILDING PERSPECTIVES 3/6/2017 DJS MANUFACTURING NEW BUILDING FOR: SCALE:A-203 1 SOUTHWEST VIEW SCALE:A-203 2 NORTHEAST VIEW 4/6/2026 C1.11 122 Wisconsin Street, West Bend, WI 53095 262.346.7800 www.parishse.com PRELIMINARY DJS MANUFACTURING 1501 INNOVATION WAY HARTFORD, WI 53027 \AM-127-25\ LANDSCAPE PLAN JAB KJP KJP 4/6/2026 C1.12 122 Wisconsin Street, West Bend, WI 53095 262.346.7800 www.parishse.com PRELIMINARY DJS MANUFACTURING 1501 INNOVATION WAY HARTFORD, WI 53027 \AM-127-25\ LIGHTING PLAN JAB KJP KJP

Source: City of Hartford website. First collected Oct 18, 2026.