Plan Commission

Notice and Agenda Hartford City Plan Commission Common Council Chambers Lower-Level City Hall - 109 North Main Street Date: June 8, 2026 Time: 6:00pm 1. Call to Order 2. Minutes for April 13, 2026 and May 11, 2026 3. Appearances 4. Public Hearing to Review the Proposed Creation of Tax Incremental District (TID) Number 14 (fourteen). a. Opening of Hearing. b. Reading of Public Notice. c. Staff Review: Proposed creation of Tax Incremental District (TID) Number 14 (fourteen). d. Appearances in Favor. e. Appearances in Opposition. f. Closing of Hearing. g. Discussion by Plan Commission. h. Official Action Regarding proposed creation of Tax Incremental District (TID) Number 14 (fourteen) resolution. 5. Public Hearing for a Conditional Use Permit to allow for the for the operation of an Instructional studio at the property, 15 Lone Oak Lane, (Tax Key: 36-2202-001-052) zoned B-1, Neighborhood Business. a. Opening of Hearing b. Reading of Public Notice c. Staff Review: Proposed Conditional Use Permit to allow for the operation of an Instructional studio at the property, 15 Lone Oak Lane, (Tax Key: 36-2202-001-052) zoned B-1, Neighborhood Business. d. Appearances in Favor e. Appearances in Opposition f. Closing of Hearing g. Discussion by Plan Commission h. Official Action Regarding Proposed Conditional Use Permit to allow for the operation of an Instructional studio at the property, 15 Lone Oak Lane, (Tax Key: 36-2202-001-052) zoned B-1, Neighborhood Business. 6. Discussion & Consideration of a proposed Site Plan & Architectural Review in the B-3, General Business District for Kwik Trip #655 at 1411 E. Sumner Street (Tax Key 36-2203-001-005). 7. Discussion and Consideration of an Ordinance to amend Appendix B, Land Use Descriptions and Supplemental Standards, Section § 16.05 (B) to require the Mobile food establishment to be 500 feet from the primary customer entrance of an existing restaurant on another lot. 8. Discussion and Consideration of an Ordinance to amend Appendix A, Land Use Table, Section § 10.06 Contractor yard to be a Permitted land use by right within the M-1, Light Industrial District. 9. Discussion and Consideration of an Ordinance amend Appendix A, Land Use Table, Section § 15.04 Outdoor food and beverage service to be a Permitted land use by right within the B-3, General Business District and CC-3, Downtown Core District. 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 1 PLAN COMMISSION City of Hartford, Wisconsin May 11, 2026 ATTENDANCE: (P) – present; (A/E) – absent/excused; A – (absent) Chairperson Dennis J. Regan: P Vice-Chairperson Tony Andereck: P Alderperson Liaison Tom Pechacek: P Member Dave Piquett: P Member Scott Roethke: P Member Ralph Kuepper: A 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 Roethke to approve minutes. Motion carried. Appearances: Widdy Gentil, Home Path Financial, Developer Representative express ed support for the Fairway Meadows 1 development. Tony Monfre, A & N Contracting expressed support for the proposed 3,456 square contractor yard at 1320 CTH U. DJS, Architecture firm AAG, expressed support for project 1501 Innovation way. 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). Mr. Maas reviewed the executive summary and provided the following staff comments and recommendations: Recommendation: The Planning Staff recommends APPROVAL of the Site Plan and Architectural Plan in the City of Hartford’s M -1 Light Industrial District at 1320 C.T.H. U with the following conditions: 2 Planning & Inspection 1. Peak Discharge Rate Control: The site currently discharges to the west and northeast. Peak discharge rates to the west are controlled to levels at-or-below existing for all ordinance-regulated events. Discharges to the northeast are controlled to at-or-below existing for only the 100-yr event. For the 1-, 2-, and 10-yr events there are slight increases relative to existing. a. There are some minor issues with application of RCN values that should be corrected, but which don’t appear to affect rate control findings: i. Water surface should be assigned as RCN=100 ii. Cropland areas should be assigned RCN values as required by NR151 b. It appears that rate control could be achieved (and water quality treatment improved) if runoff from the northeast corner of the site (subcatchment P2a) were directed to the pond. This would require approximately 400 feet of 12” pipe to connect the swales on the east side of the site. 2. Stormwater Quality Treatment: The stormwater management plan indicates that the site achieves just barely over 80% TSS reduction, which is the minimum required by ordinance for new development. TSS reduction is achieved through use of a wet pond, which is claimed to be sufficiently sized to overcompensate for some untreated areas. There are errors in the modeling; however, that when corrected, suggest the site will achieve only 72.2% TSS reduction. The following issues are noted: a. There is an error in the data entry for the wet pond. Instead of indicating a starting depth of 6-feet, a maximum inflow allowance of 6 cfs has been assigned. This results in a default condition of the pond starting empty and so the model assigns 100% TSS reduction until the pond fills. It is also possible that the pond overestimates treatment efficiency once filled as inflows will be artificially limited to 6 cfs. b. The pond water surface needs to be added as a source area c. Soils classified as HSG C need to be modeled as clayey soil textures d. The impervious area associated with the driveway in subcatchment P2 needs to be assigned as connected. 3. Infiltration: The stormwater management plan claims the site to be exempt from infiltration requirements based on soil classifications obtained from NRCS soil mapping. This is not an acceptable source of information from which to draw this conclusion. An onsite soil investigation following CPS1002 is required. 4. Storm Sewer Design: It appears that sufficient storm sewer pipe capacity has been provided to convey 100-yr peak flows to the pond. a. Inlet capacity calculations showing that 100-yr flows can be captured by inlets without bypassing overland away from the storm sewer system and stormwater management BMPs. b. It will also be necessary to demonstrate that roof drain systems convey 100-yr peak flows to connection points shown on civil construction plans. MSA’s experience is that often roofs have multiple redundant roof drain 3 systems which come online during different events, and which do not always discharge to the same location. 5. Construction Plans: No construction plans have been received to support the design of stormwater management features proposed for the site. 6. Long Term Maintenance Plan: The BMP maintenance document refers to a forebay and infiltration basin, as well as native seed plantings, none which are included as part of the stormwater management plan. 7. Water: a. C1.09: i. The tapping saddle will be connected to the water main so a 2’ PVC pipe is not needed between the water main and isolation valve b. Private side recommendations: i. Adding a valve in front of each hydrant to isolate for maintenance. ii. Adding a stand pip on the 35’ section of water main that is extended south for future use to be used as a blow-off 8. Electric: a. The utility could not locate the transformer or service location. However, you can follow up with Mike Thimm to discuss the cable route options and to obtain a cost estimate for the project. 9. Vehicle Parking: Determined on a case-by-case basis 10. Merchandise Loading: 1 small berth required for 6,000 to 12,499 square feet; 2 small berths for 12,500 to 24,999 square feet; 1 large berth for 25,000 to 39,999 square feet; 2 large berths for 40,000 to 99,999 square feet; 2 large berths plus 1 large berth for each additional 80,000 square feet over 100,000 square feet for more than 100,000 square feet (see § 52.2413 for more on size requirements for small and large berths) 11. Location of outdoor activity areas. Outdoor activity areas must be located at least 100 feet from a property in a residential zoning district or a planned development district that allows residential uses. 12. Material storage. Materials may be stored out of doors, provided such areas are screened as determined by the Plan Commission. 13. Landscape Plan meets City requirements. 14. Refuse Containers/Dumpsters shall be located in an enclosure ARCHITECTURAL REVIEW: 1. Corrugated metal panels with a masonry base of 42 inches. a. Current Masonry base is 36 inches. 2. Building materials must wrap around a building corner at least 2 feet when there is a change of façade material or color on two adjacent sides of the building. 3. The sides and rear of buildings must be as visually attractive as the front through the design of roof lines, use of similar architectural detailing, and building materials when visible from any location in the street, public way, or any nearby residential district. a. Due to high visibility, the Southern wall of the structure should also consist of corrugated metal panels with a masonry base of 42 inches. 4 Mr. Monfre noted no issues with condition listed by Mr. Maas. Henke motioned to approve 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) including the staff comments as noted; Piquett seconded; motion carried. 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). Mr. Maas reviewed the executive summary and noted the following: Home Path Financial Limited Partnership (Jeffrey Kleiner, registered agent) is proposing to develop 105 single -family lots on a proposed 63.849 acre subdivision, Fairway Meadows. Parcels 36-1501-002-001, 36-1504-002-034, 36-1504-002-019 were annexed into the City of Hartford in July of 2021. Parcel 36-1501-002-003 was annexed into the City of Hartford in December of 2025 to accommodate Fairway Meadows 1. The entirety of the proposed Home Path Financial Limited Partnership’s development can be broken down as follows: • 105 single-family lots • 7.596 acres of right-of-way • Lot Sizes o Max: 22,736 square feet (0.52 acres) o Min: 8,001 square feet (0.18 acres) o Median: 9,693 (0.22 acres) o Average: 10,873 (0.25 acres) • Single-family lots total area: o 1,098,136 square feet o 25.21 acres The Conceptual Plat went before the November 11, 2024 Plan Commission and November 26, 2024 Common Council for review and comment. No comments against the development were brought forward by the Alderpersons or Plan Commissioners. The preliminary plat was reviewed and approved by the Common Council at the January 28, 2025 Common Council meeting (Resolution No. 3713). The final plat for Fairway Meadows (Phase 1) was reviewed and approved by the Common Council at the November 25, 2025 Common Council meeting (Resolution No. 3751) The final plat for Fairway Meadows 1 consists of 55 single -family homes and 1 outlot (Outlot 4). 5 Staff Comments: 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 Comment Engineering Department: • No comments. Planning & Inspection Department: • No Comment. Water: • No Comments. Electric: • The developer should contact Mike Thimm to discuss cable route options and to obtain a cost estimate for the project. STAFF RECOMMENDATION: Staff recommends APPROVAL of the Final Plat of the Fairway Meadows 1 Subdivision (Tax Keys: Tax Keys: 36 -1501-002-001, 36- 1504-002-034, 36 - 1501-002-003, and 36-1504-002-019) with the inclusion of Staff Comments. Henke motioned to recommend for approval of the 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); Roethke seconded; motioned carried. 6 Discussion and Consideration of an Ordinance amending Section § 52.1111(B)(2), Refuse Storage under Chapter 52, City of Hartford Zoning Code. Mr. Maas reviewed the executive summary and noted the following: Background: Currently, Section § 52.1111(B)(2) of the City of Hartford Zoning Code states: (2) The access gate must face away from street view or adjacent residential areas City staff has run into problems with the “away from street view” portion of this section due to many commercial properties being either corner lots or three (3) street -yards. Which creates compliance difficulty during the Site Plan Review process for development, or existing facilities. The proposed language is as follows: (2) The access gate must face way from adjacent residential areas. Staff Comments: The change would eliminate many legal, non -conforming dumpster enclosures. Furthermore, it would reduce developer constraints during the Site Plan Review and development process. Recommendation: The City Staff recommends the APPROVAL the Ordinance amending Section § 52.1111(B)(2) of the City of Hartford Zoning Code. Piquett motioned to recommend for approval of an Ordinance amending Section § 52.1111(B)(2), Refuse Storage under Chapter 52, City of Hartford Zoning Code; Andereck seconded; Henke sought clarification on dumpsters facing street; Mr. Maas clarified that the street stops it; motion carried. 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). Mr. Maas reviewed the executive summary: Background: The City of Hartford rezoned the entirety of the City in January of 2025. As a result, 158 North Pike Lake Drive was erroneously rezoned to C -1, Conservancy. 158 North Pike Lake Drive is a developed parcel, with Dodge Dental as the current occupant. Dodge Dental’s land use falls under the Health Care Clinic land use. Staff Comment: Planning Staff has no issue with the proposed rezone. B -2, Community Business District classifies Health Care Clinic as a principal land use by right. Page 7 of 10 Recommendation: The Planning Staff recommends APPROVAL of the Rezoning of 278 North Pike Lake Drive (Tax Key #: 36 -2201-008-062) from C -1, Conservancy to B -2, Community Business District. Henke motioned to recommend for approval 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); Piquett seconded; motion carried. Discussion and Consideration for a Certified Survey Map at 1501 Innovation Way (Tax Key: 36-1804-002-015). Mr. Maas reviewed the executive summary: Background: 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 t o 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 sale of this land was approved at the April 21, 2026 Common Council meeting. Staff Report: The proposed CSM meets all the standards and setbacks of the M -2, General Industrial Zoning District. Recommendation: The Planning Staff recommends a POSITIVE RECOMMENDATION by the Plan Commission to the City of Hartford Common Council to create a 12.63 acre lot from 1510 Innovation Way (Tax Key: 36-1804-002-015). Henke motioned to recommend for approval for a Certified Survey Map at 1501 Innovation Way (Tax Key: 36-1804-002-015); Andereck seconded; Pechacek wanted clarification on timeframe for a survey of the right-of-way; Mr. Maas noted they are attempting to move forward quickly; motioned carried. 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). Mr. Maas reviewed the executive summary and provided the following background and conditions of approval: Page 8 of 10 Background: Wisconsin Stamping & Manufacturing, LLC is proposing to develop an 80,000 square feet industrial manufacturing facility. 1510 Innovation Way is zoned M -2, General Industrial. Under M-2, General Industrial Zoning District, Manufacturing is a principal land use permitted by right. Manufacturing is defined as a place where products or goods are produced within an enclosed building and any smoke, dust, noise, or odor related to such activities are confined within the building. This use may include administrative offices and storage of raw materials and finished goods as a subordinate use. The term includes a tool and die maker, furniture production, metal fabrication, apparel manufacturing, printing, and publishing. Recommendation: The Planning Staff recommends APPROVAL of the Site Plan and Architectural Plan in the City of Hartford’s M -1 Light Industrial District at 1320 C.T.H. U with the following conditions: 1. Peak Discharge Rate Control: The site currently discharges to the west and northeast. Peak discharge rates to the west are controlled to levels at-or-below existing for all ordinance-regulated events. Discharges to the northeast are controlled to at-or-below existing for only the 100-yr event. For the 1-, 2-, and 10-yr events there are slight increases relative to existing. a. There are some minor issues with application of RCN values that should be corrected, but which don’t appear to affect rate control findings: i. Water surface should be assigned as RCN=100 ii. Cropland areas should be assigned RCN values as required by NR151 b. It appears that rate control could be achieved (and water quality treatment improved) if runoff from the northeast corner of the site (subcatchment P2a) were directed to the pond. This would require approximately 400 feet of 12” pipe to connect the swales on the east side of the site. 2. Stormwater Quality Treatment: The stormwater management plan indicates that the site achieves just barely over 80% TSS reduction, which is the minimum required by ordinance for new development. TSS reduction is achieved through use of a wet pond, which is claimed to be sufficiently sized to overcompensate for some untreated areas. There are errors in the modeling; however, that when corrected, suggest the site will achieve only 72.2% TSS reduction. The following issues are noted: a. There is an error in the data entry for the wet pond. Instead of indicating a starting depth of 6-feet, a maximum inflow allowance of 6 cfs has been assigned. This results in a default condition of the pond starting empty and so the model assigns 100% TSS reduction until the pond fills. It is also possible that the pond overestimates treatment efficiency once filled as inflows will be artificially limited to 6 cfs. b. The pond water surface needs to be added as a source area c. Soils classified as HSG C need to be modeled as clayey soil textures d. The impervious area associated with the driveway in subcatchment P2 needs to be assigned as connected. Page 9 of 10 3. Infiltration: The stormwater management plan claims the site to be exempt from infiltration requirements based on soil classifications obtained from NRCS soil mapping. This is not an acceptable source of information from which to draw this conclusion. An onsite soil investigation following CPS1002 is required. 4. Storm Sewer Design: It appears that sufficient storm sewer pipe capacity has been provided to convey 100-yr peak flows to the pond. a. Inlet capacity calculations showing that 100-yr flows can be captured by inlets without bypassing overland away from the storm sewer system and stormwater management BMPs. b. It will also be necessary to demonstrate that roof drain systems convey 100-yr peak flows to connection points shown on civil construction plans. MSA’s experience is that often roofs have multiple redundant roof drain systems which come online during different events, and which do not always discharge to the same location. 5. Construction Plans: No construction plans have been received to support the design of stormwater management features proposed for the site. 6. Long Term Maintenance Plan: The BMP maintenance document refers to a forebay and infiltration basin, as well as native seed plantings, none which are included as part of the stormwater management plan. 7. Water: a. C1.09: i. The tapping saddle will be connected to the water main so a 2’ PVC pipe is not needed between the water main and isolation valve b. Private side recommendations: i. Adding a valve in front of each hydrant to isolate for maintenance. ii. Adding a stand pip on the 35’ section of water main that is extended south for future use to be used as a blow-off 8. Electric: a. The utility could not locate the transformer or service location. However, you can follow up with Mike Thimm to discuss the cable route options and to obtain a cost estimate for the project. 9. Vehicle Parking: Determined on a case-by-case basis 10. Merchandise Loading: 1 small berth required for 6,000 to 12,499 square feet; 2 small berths for 12,500 to 24,999 square feet; 1 large berth for 25,000 to 39,999 square feet; 2 large berths for 40,000 to 99,999 square feet; 2 large berths plus 1 large berth for each additional 80,000 square feet over 100,000 square feet for more than 100,000 square feet (see § 52.2413 for more on size requirements for small and large berths) 11. Location of outdoor activity areas. Outdoor activity areas must be located at least 100 feet from a property in a residential zoning district or a planned development district that allows residential uses. 12. Material storage. Materials may be stored out of doors, provided such areas are screened as determined by the Plan Commission. Page 10 of 10 13. Landscape Plan meets City requirements. 14. Refuse Containers/Dumpsters shall be located in an enclosure ARCHITECTURAL REVIEW: • Project meets Exterior Material Standards. Henke motioned to approve 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); Piquett seconded; motion carried. Piquett motioned to adjourn; Andereck second. Motion carried and meeting adjourned at 6:22p.m. Respectfully submitted, Jacob Maas, City Planner Compiled by Jenny Conley, Planning Aide Daily News: May 22, 2026 May 29, 2026 11 Notices Sent NOTICE OF PUBLIC HEARING PLAN COMMISSION PLEASE TAKE NOTICE that a PUBLIC HEARING will be held at 6:00 p.m. or thereafter on June 8, 2026 in the Common Council Chambers at the lower level of City Hall, 109 North Main Street, by the City of Hartford Plan Commission on the proposed creation of a Tax Incremental District (TID) Number 14 (Fourteen), City of Hartford, Wisconsin, the proposed boundaries thereof, and the proposed project plan for the District. The Proposed TID No. 14 District is generally described as follows: Tax Keys: 36-0704-001-007, 36-0704-003-005, 36-1801-003-004, 36-1804-002-015, 36-1802-001-014, 36-1801-003-003, 36-1804- 002-003, 36-1801-003-006, 36-1804-002-009, 36-1703-003-004, 36-1802-006-011, 36-1802-003-001, 36- 1803-002-007, 36-1803-002-002, 36-1803-002-005, 36-1803-002-006, 36-1803-002-004, 36-1803-002- 003, 36-1803-002-010, 36-1803-002-008, 36-1803-002-009, 36-1804-001-001, 36-1804-003-002, 36- 1703-005-001, 36-1703-003-011, and 36-2002-002-001. The project plan’s project costs for the proposed Tax Incremental District No. 14 will include cash grants made by the City to owners, lessees, or developers of land that is to be located within the district. The purpose of the public hearing is to hear those persons who wish to express their opinions for or against the creation of the district, the boundaries of the district, and the project plan. A map and legal description of the district and the project plan can be viewed at the Department of Planning & Zoning by appointment, 109 North Main Street, Monday – Friday between the hours of 7:30 a.m. and 4:30 p.m. A copy will be provided by request. Dated this 19th day of May, 2026. Shanna Kreilkamp City Clerk City of Hartford Tax District Tax Parcel ID Number Name Mailing Address Mailing City Mailing State Mailing Zip Site Address Site City Site State Site Zip 36 1801-003-003,1804-002-003 ALLAN & DELORES M RETTLER 269 W STATE ST HARTFORD WI 53027-0000 Unaddressed,1199 Western Drive Hartford WI 53027 36 1801-003-004, 1804-002-015,1801- 003-006,1804-002-009,1802-006- 011, 1803-002-007,1803-002- 006,1803-002-008,1804-003- 002,1703-005-001, 1703-003- 011,2002-002-001 CITY OF HARTFORD 109 N MAIN ST HARTFORD WI 53027-0000 1500 Innovation Way, 1501 Innovation Way,Unaddressed,1127 Western Drive,1523 Innovation Way,1230 Independence Avenue,1604 Liberty Avenue,Unaddressed,Unaddressed,701 Airport Drive,441 Airport Drive,Unaddressed Hartford WI 53027 36 1803-002-002 CITY OF HARTFORD HADC 109 N MAIN ST HARTFORD WI 53027-0000 1600 Liberty Avenue Hartford WI 53027 36 1802-001-014 DREAM CENTER PROPERTIES LLC 1190 WESTERN DR HARTFORD WI 53027 1650 Independence Avenue Hartford WI 53027 36 1803-002-005 HUMBLING INVESTMENTS LLC 2466 LOUGH LN HARTFORD WI 53027 1210 Independence Avenue Hartford WI 53027 36 0704-001-007, 0704-003-005 JAMES E & JANICE RETTLER REVOCABLE TRUST 1500 W STATE ST HARTFORD WI 53027-0000 Unaddressed.1500 West State Street Hartford WI 53027 36 1803-002-004,1803-002-009 JOHN, GERRY, & PAUL GROTH & JUDY MAYER 324 W ROSSMAN ST HARTFORD WI 53027 1640 Liberty Avenue, 1611 Liberty Avenue Hartford WI 53027 36 1803-002-003, 1803-002-010 LIBERTY SELF STORAGE LLC N62W34153 BAYVIEW RD OCONOMOWOC WI 53066 1645 Liberty Avenue, 1000 Independence Avenue Hartford WI 53027 36 1804-001-001 SANDRA J & RONALD A ROSKOPF 7436 STATE HWY 60 W HARTFORD WI 53027-0000 Unaddressed Hartford WI 53027 36 1703-003-004 SMJE LLC 1117 WESTERN DR HARTFORD WI 53027-0000 1117 Western Drive Hartford WI 53027 36 1802-003-001 STATE OF WISCONSIN DOT 141 NW BARSTOW ST WAUKESHA WI 53188-0000 Unaddressed Hartford WI 53027 Mailed: 5/19/26 Resolution: PC-2026-001 A RESOLUTION APPROVING THE DISTRICT BOUNDARIES AND PROJECT PLAN FOR PROPOSED TAX INCREMENT FINANCE DISTRICT NO. 14 WHEREAS, the Plan Commission on June 8, 2026 held a public hearing to give all interested parties a reasonable opportunity to express their views on the proposed creation of TID No. 14 and establish its boundaries. NOW THEREFORE, be it resolved as follows: 1) The Plan Commission recommends that the district boundaries of TID No.14 of the City of Hartford shall be as follows: A parcel of land located in the Southwest 1/4 of the Southeast 1/4 of Section 7, the Northwest 1/4 of the Northeast 1/4, the Northeast 1/4 of the Northwest 1/4, the Southwest 1/4 of the Northeast 1/4 and the Southeast 1/4 of the Northeast 1/4, Southeast 1/4 of the Northwest 1/4, Southwest 1/4 of the Northwest 1/4, Northeast 1/4 of the Southwest 1/4, Northwest 1/4 of the Southwest 1/4, Southwest 1/4 of the Southwest ¼, Southeast 1/4 of the Southwest 1/4, Northwest 1/4 of the Southeast 1/4, Northeast 1/4 of the Southeast 1/4, Southeast 1/4 of the Southeast 1/4, of Section 18, the Southwest 1/4 of the Southwest 1/4 of Section 17, the Northwest 1/4 of the Southwest 1/4, the Northeast 1/4 of the Southwest 1/4 of Section 20, all in Township 10 North, Range 18 East in the City of Hartford, Washington County, Wisconsin, more particularly described as follows: Beginning at the Southeast Corner of said Section 18 and a point on the east line of Lot 1 of CSM #6135 as recorded in Volume 45, Page 390 of Certified Survey Maps as Document #1152769; thence N 01°15’28” W along the east line of the Southeast 1/4 of the Southeast 1/4 said Section 18 and an east line of Lot 1 of said CSM #6135, 350.01 feet more or less to the northeast corner of Lot 1 of said CSM #6135; Thence N 89°57’04” W along the northerly line of said CSM #6135, 245.53 feet more or less to the southeast corner of Lot 2 of CSM #6723 as recorded in Volume 51, Page 298 of Certified Survey Maps as Document #1417637; Thence N 01°05’17” E along an easterly line of Lot 2 of said CSM #6723, 158.39 feet more or less to a easterly corner of Lot 2 of said CSM #6723; Thence N 46°54’03” W along a northeasterly line of Lot 2 of said CSM #6723, 192.26 feet more or less to a northeasterly corner of Lot 2 of said CSM #6723; Thence N 46°28’04” W along a northeasterly line of Lot 2 of said CSM #6723, 345.19 feet more or less to a northeasterly corner of Lot 2 of said CSM #6723; Thence N 67°41’54” W along a northerly line of Lot 2 of said CSM #6723, 108.37 feet more or less to a northerly corner of Lot 2 of said CSM #6723; Thence N 73°55’35” W along a northerly line of Lot 2 of said CSM #6723, 138.95 feet more or less to a northerly corner of Lot 2 of said CSM #6723; Thence N 39°03’51” W along a northerly line of Lot 2 of said CSM #6723, 260.15 feet more or less to a northerly corner of Lot 2 of said CSM #6723; Thence N 82°53’41” W along a northerly line of Lot 2 of said CSM #6723, 148.62 feet more or less to a northerly corner of Lot 2 of said CSM #6723; Resolution PC-2026-001, TID 14 Thence N 74°27’54” W along a northerly line of Lot 2 of said CSM #6723, 127.62 feet more or less to a northwest corner of Lot 2 of said CSM #6723 and a point on the West line of the Southeast 1/4 of the Southeast 1/4 of Section 18; . Thence northerly along the West line of the Southeast 1/4 of the Southeast 1/4 of Section 18, 134.19 feet more or less to the Northeast Corner of Southwest 1/4 of the Southeast 1/4 of Section 18; Thence westerly along the north line of the Southwest 1/4 of the Southeast 1/4 of Section 18, 844.28 feet more or less to a point on the east line of lands described in document #1287429. Thence N 00°14’30” E along the east line of lands described in document #127429, 158.50 feet more or less. Thence N 13°02’30” W along an easterly line of lands described in document #127429, to the Rubicon River; Thence southwesterly along the Rubicon River, to the northwest corner of lands described in Document #127429; Thence S 00°20’46” W along the west line of lands described in document #127429, 197.44 feet more or less to the northeast corner of Lot 1 of CSM #6800 as recorded in Volume 52, Page 226 of Certified Survey Maps as Document #1447025; Thence N 88°37’20” W along the north line of Lot 1 of said CSM #6800, 660.25 feet to the northwest corner of Lot 1 of said CSM #6800; Thence S 00°59’43” W along the west line of Lot 1 of said CSM #6800, 559.40 feet more or less to the southeast corner of lands described in document #1565329; Thence S 89°59’04” E along the south line of lands described in document #1535329, 620.25 feet more or less to the southwest corner of lands described in document #1565329 and a point on the easterly right -of-way of Independence Avenue; Thence N 00°20’34” W along the easterly right -of-way of Independence Avenue, 825.38 feet more or less to the southerly right-of-way of Liberty Avenue; Thence northwesterly to the southeast corner of Lot 1 of CSM 4005 and the northerly right -of-way of Liberty Avenue. Thence northerly along the west line of Lot 1 of CSM #4005 to the southerly ordinary high water mark of the Rubicon River; Thence westerly along the southerly ordinary high water mark of the Rubicon River also being the northerly line of Lot 1 of said CSM #4005 to a northwesterly corner of Lot 1 of said CSM #4005; Thence S 01°11’23” E along a westerly line of said Lot 1 of said CSM #4005, 30.00 feet more or less to a point on the northeasterly right-of-way of Independence Avenue and a westerly corner of Lot 1 of said CSM #4005; Thence N 01°11’23” W along the northeasterly right -of-way of Independence Avenue 7.36 feet more or less to the beginning of a curve to the right; Resolution PC-2026-001, TID 14 Thence northwesterly along the northeasterly right -of-way of Independence Avenue and the arc of a curve to the right 404.65 feet more or less; Thence N 00°50’29” E along the easterly right -of-way of Independence Avenue 65.67 more or less feet to the beginning of a curve to the right; Thence northeasterly along the easterly right-of-way of Independence Avenue and the arc of a curve to the right 178.23 feet; Thence N 28°40’00” E along the easterly right-of-way of Independence Avenue, 590.14 feet more or less to the southwesterly right-of-way of the Wisconsin & Southern Railroad; Thence northwesterly along the southwesterly right -of-way of the Wisconsin & Southern Railroad to the West line of Southwest 1/4 of the Northwest 1/4 of Section 18; Thence northerly along the West line of Southwest 1/4 of the Northwest 1/4 of Section 18 to the northeasterly right-of-way of the Wisconsin & Southern Railroad; Thence southeasterly along the northeasterly right -of-way of the Wisconsin & Southern Railroad to the southwest corner of Lot 1 of CSM #7213 as recorded in Volume 55, Page 321 of Certified Survey Maps as Document #1560352; Thence N 28°40’02” E along the northwesterly line of said CSM #7213, 443.26 feet more or less to the northwest corner of Lot 1 of said CSM #7213 and a point on the southwesterly right-of-way of Innovation Way; Thence S 51°14’29” E along the southwesterly right -of-way of Innovation Way, 728.62 feet more or less to the Northeast Corner of the Southwest 1/4 of Section 18; Thence N 00°21’13” W along the west line of the Southwest 1/4 of the Northeast 1/4 of Section 18, 1,534.40 feet more or less to southeast corner of Lot 1 of CSM #5726 as recorded in Volume 41, Page 326 of Certified Survey Maps as Document #1051977; Thence S 76°29’02” W along the southerly line of Lot 1 of said CSM #5726, 422.41 feet more or less to the southwest corner of Lot 1 of said CSM #5726; Thence N 22°14’00” W along the westerly line of Lot 1 of said CSM #5726, 450.00 feet mor or less to the northwest corner of Lot 1 of said CSM #5726 and a point on the southerly right -of-way of Independence Avenue; Thence northeasterly along the southerly right -of-way of Independence Avenue to the southwesterly right -of- way of West State Street; Thence northeasterly along the extension of the southerly right -of -way of Independence Avenue to the northeasterly right-of-way of West State Street; Thence northwesterly along the northeasterly right-of way of West State Street to the southwest corner of Lot 1 of CSM #6551 as recorded in Volume 50, Page 27 of Certified Survey Maps as Document #1356953; Resolution PC-2026-001, TID 14 Thence easterly along the south line of Lot 1 of said CSM #6551 588.57 feet more or less to the southeast corner of Lot 1 of said CSM #6551 and the Southwest Corner of the East 1/2 of the Southwest 1/4 of the Southeast ¼ of Section 7; Thence northerly along the West line of the East 1/2 of the Southwest 1/4 of the Southeast 1/4 of Section 7 to the Northwest Corner of the East 1/2 of the Southwest 1/4 of the Southeast 1/4; Thence easterly along the North line of the East 1/2 of the Southwest 1/4 of the Southeast 1/4 of Section 7 to the Northeast Corner of the Southwest 1/4 of the Southeast 1/4 of Section 7; Thence southerly along the East line of the Southwest 1/4 of the Southeast 1/4 of Section 7 and the East line of the Northwest 1/4 of the Northeast 1/4 of Section 18 and the East line of the Southwest of the Northeast 1/4 of Section 18 to the north line of lands described in Document #1588585; Thence easterly along the northerly line of lands described in Document #1588585 to the southwest corner of Lot 3 of CSM #5631 as recorded in Volume 50, Page 27 of Certified Survey Maps as Document #1006448 and the northerly right-of-way of Western Drive; Thence southerly of easterly line of lands described in Document #1588585 and the westerly right -of-way of Western Drive to the southeast corner of lands described in Document #1588585. Thence southerly along the westerly right -of-way of Western Drive and the easterly line of Document #909347 to the northwest corner of Lot 1 of CSM #3976 as recorded in Volume 25, Page 224 of Certified Survey Maps as Document #617579; Thence southeasterly along the southwesterly right-of-way of Western Avenue and the northerly line of Lot 1 of said CSM #3976 to the northeast corner of Lot 1 of said CSM #3976; Thence southwesterly along the easterly line of Lot 1 of said CSM #3976 to the northeasterly right -of-way of the Wisconsin and Southern Railroad and the southeast corner of Lot 1 of said CSM #3976; Thence southeasterly along the northeasterly line of the Wisconsin and Southern Railroad to the southeast corner of Lot 2 of CSM #4618 as recorded in Volume 31, Page 93 of Certified Survey Maps as Document #708858; Thence northerly along the east line of Lot 2 of said CSM #4618 to the southwest corner of Lot 1 of CSM #3951 as recorded in Volume 25, Page 156 of Certified Survey Maps as Document #613133; Thence southeasterly along the southerly line of Lot 1 of said CSM #3951 to the southeast corner of Lot 1 of said CSM #3951 and the westerly right-of-way of Airport Drive; Thence southerly along the westerly right -of-way of Airport Drive to northeasterly right -of-way of the Wisconsin and Southern Railroad; Thence southerly to the northwest corner of Parcel 1 of CSM #4594 as recorded in Volume 31, Page 24 of Certified Survey Maps as Document #705659 Thence southerly along the west line of Parcel 1 of said CSM #4594 to the southwest corner of Parcel 1 of said CSM # 4594 and the northwest corner of lands described as Parcel 2 in Document #1552023; Resolution PC-2026-001, TID 14 Thence southeasterly along a westerly line of lands described as Parcel 2 of said Document #1552023, 600 feet more or less; Thence southerly along a westerly line of lands described as Parcel 2 of said Document #1552023, 426.70 feet more or less; Thence westerly along a northerly line of lands described as Parcel 2 of said Document #1552023, 400 feet more or less to the northeast corner of lands described in Document #1493955; Thence northwesterly along the northerly line of lands described in Document #1493955, 1484.28 feet more or less to a point on the east line of Lot 1 of CSM #6135 and a point on the East line of the Northeast 1/4 of the Northeast 1/4 of Section 19. Thence northerly along the East line of the Northeast 1/4 of the Northeast 1/4 of Section 19 and the east line of Lot 1 of said CSM #6135 to the Southeast Corner of Section 18 and the Point of Beginning. 2) The property within the boundaries of TID No. 1 4 is suitable for mixed use within the meaning of ss. 66.1105. 3) The Plan Commission has reviewed the project plan and approved of the same as it meets all statutory criteria and is feasible and in conformity with the 2030 Smart Growth Plan of the City and recommends that it be adopted by the Common Council. Signed: _____________________________________ Dennis J. Regan, Mayor City of Hartford Plan Commission Introduced: June 8, 2026 Adopted: June 8, 2026 Attest: _________________________________________________ Jacob Maas, Secretary City of Hartford Plan Commission CITY OF HARTFORD, WISCONSIN TAX INCREMENTAL DISTRICT #14 PROJECT PLAN June 23, 2026 City of Hartford 109 North Main Street Hartford, WI 53027 Phone: 262.673.8272 TID 14 Project Plan, 2026 2 CITY OF HARTFORD, WISCONSIN PROJECT PLAN – TAX INCREMENTAL DISTRICT #14 TABLE OF CONTENTS Page 3 Schedule of Exhibits 4 Purpose and Introduction 5 Statement of Kind, Number, and Location of Proposed Project 7 Economic Feasibility Study 9 List of Project Costs 9 Financing Methods 10 Proposed Changes in Zoning 10 Proposed Changes in the Community Development Plan, Map, Building Code & Ordinance 11 Non-Project Costs 11 Relocation Plan 11 Promotion of Orderly Growth and Development 12 Legal Opinion TID 14 Project Plan, 2026 3 CITY OF HARTFORD, WISCONSIN PROJECT PLAN – TAX INCREMENTAL DISTRICT #14 SCHEDULE OF EXHIBITS Exhibit A Map and Description of TID Boundaries B Comprehensive Plan for Affected Area C Table of Parcels Included in TID No. 14 D Amortization of Outstanding Principal – All General Obligation Debt E Project Feasibility Review F Map of Existing Uses and Conditions of Real Property G Map of Development Layout H Opinion of City Attorney TID 14 Project Plan, 2026 4 CITY OF HARTFORD, WISCONSIN PROJECT PLAN – TAX INCREMENTAL DISTRICT #14 PURPOSE AND INTRODUCTION The City of Hartford has identified the need to expand its economic base through business, mixed-use, and residential development. To promote development, the City is seeking to designate a geographical area lying within its corporate limits as a Tax Incremental Finance District (TID) No. 14. The creation of TID No. 14 will allow the City to make certain public improvements and investments to the designated area so that growth, development, and/or blight elimination can occur. Anticipated growth, combined with the City’s commitment toward development, will ensure sufficient tax increment to retire all debt issued by the District for improvements. These improvements will allow the City to attract and retain potential development, and encourage further private investment in local business. The development that is anticipated to occur will provide long-term tax benefits to both the City and all other overlying taxing jurisdictions. Wisconsin’s Tax Incremental Law gives the City the authority, under certain conditions, to designate specific areas within its boundaries as Tax Incremental Districts (TID’s), and requires the preparation of Project Plans to develop or redevelop the Distri cts. The City may then use all extra taxes generated by the increased property value of such development or redevelopment to pay for eligible costs which are incurred to improve the Districts. This law assumes that all governmental units which tax properties within Tax Incremental Districts eventually will benefit from the increased value which will be generated. In the meantime, because it is developing the improvements, the municipality which created the Districts is allowed to retain the increased taxes generated during the existence of the Districts to pay for the cost of the public improvements. Wisconsin Law places certain limitations upon the creation of TID’s. In general, only whole parcels of property which are contiguous can be included within the District. In addition at least 50% of the real property in a District (excluding road right of way and conservancy areas) must be blighted, in need of rehabilitation or conservation work, suitable for industrial sites, or suitable for two or more mixed uses (industrial, commercial, or residential). TID’s must also involve improvements likely to enhance significantly the value of substantially all the other real property in the District. Project costs must relate directly to eliminating blight, rehabilitation, conservancy, or the promotion of industrial, commercial, or residential development. The aggregate value of the equalized taxable property of the District plus all existing districts may not exceed 12% of the total value of equalized property within the City at the time the TID is created. The City of Hartford’s current ratio (01-01-2026) of equalized valuation within tax incremental districts to its total equalized valuation is: 3.16% TID 14 Project Plan, 2026 5 Before a TID is created, a Joint Review Board (JRB) comprised of representatives of authorities having the power to levy taxes in the District must approve the municipality’s action creating the District. Summary of Findings In creating TID No. 1 4, the City of Hartford has made the following findings, consistent with Section 66.1105 of Wisconsin Statutes: • Activities and improvements to the newly designated TID No. 14 are intended to encourage and attract business, mixed-use, and residential growth in the City. • The improvements to the newly designated area are likely to encourage, develop, and maintain a strong growth pattern in the City, taking advantage of major transportation routes through the City. • The improvements to the area are likely to maximize private investment within the newly designated TID No. 1 4 and significantly enhance the value of substantially all other real estate in the District. • The improvements to the area are likely to make currently underdeveloped areas of the City more attractive by providing necessary and desired public improvements, which are compatible and feasible with existing systems • The improvements to the area are likely to encourage and promote conformity with the City’s land use policies and procedures. • The development in the newly designated area would not take place “But For” in the absence of the improvements stated in the Project Plan. • TID No. 14 is declared to be a “Mixed-Use District” and at least 50% of the land in TID No. 1 4 has been classified as a mixed -use area, as defined in Section 66.1105(2)(cm) of Wisconsin Statutes. • The equalized value of the taxable property of the District plus the aggregate value increment of all existing districts within the City does not exceed 12% of the total value of equalized taxable property within the City. • The estimated percentage of territory within the District that is devoted to newly platted residential land use will not exceed 35% at the end of the District’s expenditure period and the density of newly platted residential housing will be at least three units per acre. STATEMENT OF KIND, NUMBER, AND LOCATION OF PROPOSED PROJECT Tax Increment District No. 1 4 is being created by the City of Hartford as a “Mixed- Use District” under the authority provided by Wisconsin Statute Section 66.1105. The City of Hartford finds that at least 50%, by area, or real property within the District is suitable for mixed-use development. Boundary Description: The boundary for the newly designated TID No. 14 was established using the following criteria: TID 14 Project Plan, 2026 6 1. The equalized value of the taxable property of the District plus the aggregate value of increment of all existing districts within the City does not exceed 12% of the total value of equalized taxable property within the City at the time of creation. 2. The District is contiguous and contains only whole parcels. 3. At least 50% of the land in TID No. 14 has been classified as a mixed- use area, as defined in Section 66.1105(2)(cm) of Wisconsin Statutes. 4. That lands proposed for newly platted residential use, as shown in the Project Plan, will not exceed 35%, by area, of the real property within the District. A map and a legal description identifying the boundaries for the newly designated TID No. 14 is provided in EXHIBIT A. The location of TID No. 14 is within the City of Hartford’s West State Street/West Side Industrial corridor. The City of Hartford’s Comprehensive Plan’s future land use map shows the District ’s boundaries and parcels as being appropriate for mixed- use development. All intended uses identified under this Project Plan are met by current Zoning Districts (see EXHIBIT B). The City expects that there may be several projects that encompass an area outside of the boundaries of the TID. Pursuant to Wisconsin Statutes Section 66.1105(2)(f)(1)(n), the City may undertake projects within territory located within one- half (1/2) mile of the boundary of the TID, and pay them using tax increment provided that: 1. The project area is located within the City’s corporate boundaries; 2. The projects are an eligible TIF expenditure within this project Plan as approved by the Joint Review Board; and 3. The expenditure must be made within the expenditure period. The one-half (1/2) mile boundary of TID No. 14 is illustrated on EXHIBIT A. Tax Parcels EXHIBIT C provides a table of all parcels located within TID No. 14. Equalized Value Test Per Wisconsin State Statute 66.1105(4)(gm)4.c., municipalities are restrained in their use of Tax Increment Financing such that the equalized value of taxable property of the (new/amended) district area plus the value increment of all existing districts does not exceed 12 percent of the total equalized value of taxable property within the municipality. The total assessed value of taxable property in TID No. 14 , as of January 1, 202 6, is $2,554,300. The City has 7 other active TIDs, TID No. 6, No. 7, No. 8, No. 9, No. 10, No. 11, and No. 13, with a value increment, as of January 1, 2026 of $71,451,700. The total municipal equalized value, as of January 1, 2026 , for the City is $2, 342,784,500. Table 1 indicates that creation of TID No. 14 may bring the City’s TID to total municipal value ratio to approximately 3.16%, within the 12% limit. TID 14 Project Plan, 2026 7 Table 1: Equalized Value Test Maximum Allowable TID Property Value Equalized Value (as of January 1, 2024) $2,342,784,500 Maximum Allowable TID Property Value (12%) $281,134,140 12% Test - Compliance Existing TIF Value Increment $71,451,700 New Value Added by TID No. 13 $2,554,300 Total Net New Value + Existing TIF Value Increment $74,006,000 Percentage of Equalized Value 3.16% ECONOMIC FEASIBILITY STUDY Municipal Financial Capacity: The development plan consists of up to 3 potential developable parcels and construction projects with a projected buildout valuation in excess of $ 175,000,000 (See Exhibit G). A borrowing will be required for a project of this magnitude, and the first phase of the project is identified in the City’s approved 2026 Capital Improvement Plan. The borrowing will be paid for with recovery through the receipt of 100% of the anticipated tax increments. The City maintains adequate reserves to provide cash flows for the public purpose projects, with recovery over the life of the District. The City enjoys a Moody’s Investors Service Rating of Aa2 to the City of Hartford’s general obligation promissory notes, Series 2026A. The City of Hartford’s margin of indebtedness for general obligation purposes at May 1, 2026 is calculated: Equalized Valuation (01-01-26) $ 2,342,784,500 Debt Limitation: 5% of Equalized Valuation 117,139,225 Less Outstanding Debt (05-01-26) (30,485,000) Unused Margin of Indebtedness $ 86,654,225 Unused Legal Debt Capacity 7 3.98% The City of Hartford historically carries large reserves in the form of undesignated fund balances in various funds. Currently, its General Fund alone includes an undesignated fund balance of approximately $6,746,064. The City’s debt management plan includes the biennial issuance of $3.0 - 4.0 million of 10-year general obligation notes in even numbered calendar years for the purpose of funding capital projects of the City for a two year period. These biennial borrowings are intended to match an approximately equal amortization of debt during the same fiscal TID 14 Project Plan, 2026 8 period, thereby creating a “revolving” debt program for recurring public infrastructure purposes. The City has followed this revolving debt program for 20 years. The City believes its debt ratio is sufficient to provide additional borrowing capacity to meet any unanticipated needs, as well as funding for any of the public purpose projects identified in this Project Plan if this were to become necessary. A chart depicting the amortization of all currently outstanding general obligation debts is included in this Project Plan as EXHIBIT D. Projected Tax Increment Revenues: EXHIBIT E demonstrates the anticipated project revenues for Tax Incremental District No. 14. The Exhibit makes a set of assumptions with respect to the development of the District: 1. The City of Hartford anticipates that Wisconsin Stamping & Manufacturing, LLC will begin construction on an approximately 80,000 square foot industrial manufacturing facility (Project Area “A”, Exhibit G). 2. Furthermore, the City of Hartford anticipates Winter Park Builders will begin development of an approximately 600 dwelling unit subdivision (Project Area “B”, Exhibit G). 3. The equalized value of taxable property within the District as of January 1, 2026 was $2,554,300. 4. The value of taxable new construction will be approximately $6,112,500 or more on or before December 31, 2027 , and a final taxable new construction of $177,540,000 by December 31, 2033 5. Equalized values are assumed to appreciate at a modest 2.0% through the 20- year life of the District. 6. A conservative, combined property tax rate (equalized basis) of $13.00 per $1000 of valuation is applied. The current (calendar year 2025) equalized tax rate for all applicable taxing entities is $13.03. Anticipated New Development In addition to the development described above, the City believes that the presence of 6 other development -ready commercial/Industrial sites will spur additional development within the District. Annual Cash Flows EXHIBIT E projects the annual cash flows through the anticipated life of TID No. 14. Economic Conditions TID 14 Project Plan, 2026 9 The City of Hartford is a growing municipality in Southeastern Wisconsin. (Population up more than 4 3% since 2000.) Growth in equalized valuation has been approximately 332% during the same time period, from $542,898,600 to the current $2,342,784,500. The City’s current Moody’s Investor Service rating is Aa2, last affirmed May 1, 2026. In its credit profile for the City, Standard & Poor’s noted: Favorable location within the Milwaukee metropolitan area. Solid financial operations with healthy reserves. The City of Hartford recognizes that its ability to compete as a major regional industrial and manufacturing center will depend upon the cooperation and coordination of public and private efforts. These efforts must include a focus on development that provides continuum of care and housing opportunity across demographics and socio- economic status. The City of Hartford realizes that providing new housing and continuum of care opportunities creates housing access that benefits the changing demands of the City’s industrial and manufacturing base. LIST OF ESTIMATED PROJECT COSTS Table 2: Innovation Way Extension (Project Area “C”, Exhibit G) Innovation Way Public Purpose Projects Phase 1 1 Water Construction $443,400 2 Sanitary Sewer Construction $199,900 3 Stormwater Construction $235,400 4 Street and Site Construction $634,360 5 Rough Grading $124,000 6 Contingency (5%) $81,860 Phase 1 Project Costs Funded from Tax Increment: $1,718,920 Phase 2 1 Sanitary Sewer Construction $95,050 2 Stormwater Construction $235,400 3 Street and Site Construction $704,850 4 Stormwater Pond Construction $358,000 5 Contingency (15%) $209,000 Phase 2 Project Costs Funded from Tax Increment $1,602,300 TOTAL COST – PHASE 1 & PHASE 2 $3,321,220 FINANCING METHODS Under Wisconsin law there are several methods of borrowing, some of which apply against a municipality’s debt limit, and others that do not apply against the limit. The State sets this limit at five percent (5%) of the municipality's total equalized property TID 14 Project Plan, 2026 10 valuation. The feasibility of financing specific projects at any given time using a particular method can be determined based on the municipality’s current fiscal situation, anticipated non-TID related capital needs, the amount of money to be borrowed, interest rates, and lending terms. Possible funding sources include: A. General Obligation Borrowing General Obligation Borrowing includes all types of municipal borrowing from banks, the State Trust Fund, or other lending institutions. This method of borrowing requires little effort or legal expenditures and works particularly well for smaller projects. B. General Obligation Bonding General Obligation Bonds are debt instruments backed by the full faith and credit of the municipality and its ability to raise revenue through taxation. In the case of default, the municipality is liable for repayment of debt. As a result, this type of debt can often result in lower interest rates tha n regular General Obligation Borrowing. The high fees associated with the issuance of the bonds makes them more attractive for larger projects. C. Mortgage Revenue Bonds Revenue Bonds are a debt instrument backed by revenue generated from the project. These types of bonds are also mainly used for larger debt issuances due to their relatively high associated fees. They are typically issued by municipal bodies that raise r evenues on a fee for service type basis, such as the Water, Electric, or Sanitary/Sewer Utility. These types of bonds generally do not count against a municipality’s five percent (5%) debt limit. D. Special Assessment “B” Bonds Special Assessment “B” Bonds are a debt instrument backed by the municipality’s ability to raise revenue from special assessments charged to persons, organizations, or businesses receiving benefits from the project. These bonds also do not normally count against a municipality’s debt limit. E. Federal/County/State Loan and Grant Programs The County, State, and Federal Government often sponsor grant and loan programs that municipalities may potentially use to supplement TID expenditures or provide financing for capital costs which positively impact the District. Thes e programs include Wisconsin Community Development Block Grants, Rural Development Administration Community Facility Loan/Grants, Transportation Economic Assistance Grants, Economic Development Administration Grants, and Washington County Impact Loan Funds. These programs may require local match funding to insure State and Federal participation in the project. PROPOSED CHANGES IN ZONING The City of Hartford is zoned in accordance with an ordinance formally adopted by the City’s Common Council. Based on the current zoning classifications within TID No. 1 4, TID 14 Project Plan, 2026 11 one zoning change will be necessary because of the creation of TID No. 1 4. 1500 Innovation Way (Tax Key: 1801-003-004) will be required to rezone from A -1, Limited Agriculture to R -8, Planned Mixed Residential. If further future rezoning is needed to facilitate development within TID No. 14 , approval of rezoning applications will occur on a case-by-case basis consistent with the City’s Comprehensive Plan. PROPOSED CHANGES IN THE COMMUNITY DEVELOPMENT PLAN, MAP, BUILDING CODE & ORDINANCE The creation of TID No. 14 will not require any changes to the existing community development plans or the City’s municipal codes or ordinances. The projects proposed in the project plan are consistent with the development policies of the municipality, as well as existing building codes, maps, and ordinances. It should be noted that the City of Hartford will initiate a complete update of the City’s Comprehensive Plan in July of 2026. NON-PROJECT COSTS The following bullets identify public works projects that are not eligible to be paid with tax increment under Wis. Stat. 66.1105(2)(f).2. • The cost of constructing or expanding administrative buildings, police and fire buildings, libraries, community and recreational buildings and school buildings, unless the administrative buildings, police and fire buildings, libraries and community and recreational buildings were damaged or destroyed before January 1, 1997, by a natural disaster. • The cost of constructing or expanding any facility, ex cept a parking structure, in the City generally finances similar facilities only with user fees • General government operating expenses, unrelated to the planning and development of a TID. • Cash grants made by the City to owners, lessees, or developers of land that is located within the TID unless the grant recipient has signed a development agreement with the City, a copy of which shall be retained by the City in the official records of that TID. The City is not anticipating incurring non-eligible project costs. RELOCATION PLAN No persons are expected to be displaced or relocated as a result of proposed projects in the TID; however, if relocation were to become necessary in the future, the following is the method proposed by the City for displacement or relocation. Before negoti ations TID 14 Project Plan, 2026 12 begin for the acquisition of property or easement, all property owners will be contacted to determine if there will be displaced persons, all property owners and pro spective displaced person will be provided an informational pamphlet prepared by the Wisconsin Department of Administration (DOA). The City will file a relocation plan with the DOA and shall keep records as required in Wisconsin State Statutes 32.27. The City will provide each owner a full narrative appraisal, a map showing the owner s of all property affected by the proposed project and a list of neighboring landowners to whom offers are being made as required by law. PROMOTION OF ORDERLY GROWTH AND DEVELOPMENT TID No. 1 4 will promote orderly development in the City of Hartford by marketing and attracting activity to a specified area. This allows the City greater control over economic activity in order to ensure that development and/or growth is orderly, harmonious with adjoining land uses, and enhances the health and welfare of the community. LEGAL OPINION An opinion from the City’s legal counsel regarding the Project Plan for TID No. 14 and its compliance with Section 66.1105 of Wisconsin State Statutes is provided in EXHIBIT H. N.T.S. Updated: June 2026 R:\Projects\Mapping\HartCity\Planning\BID AND TIF MAPS\TID 14.dwg Proposed TID 14 Proposed TID 14 Area Half Mile Radius Exhibit A.1 N.T.S. Updated: May 2026 R:\Projects\Mapping\HartCity\Planning\BID AND TIF MAPS\TID 14.dwg Proposed TID 14 1803002010 1803002003 1803002004 1803002002 1803002006 1803002008 1803002009 1804001001 0804003002 1703005001 2002002001 1703003011 1703003004 1804002009 1804002003 1804002015 1801003003 1801003006 1801003004 0704003005 1802001014 0704001007 1802006011 0704003005 Exhibit A.2 Hartford TID #14 Boundary Description A parcel of land located in the Southwest 1/4 of the Southeast 1/4 of Section 7, the Northwest 1/4 of the Northeast 1/4, the Northeast 1/4 of the Northwest 1/4, the Southwest 1/4 of the Northeast 1/4 and the Southeast 1/4 of the Northeast 1/4, Southeast 1/4 of the Northwest 1/4, Southwest 1/4 of the Northwest 1/4, Northeast 1/4 of the Southwest 1/4, Northwest 1/4 of the Southwest 1/4, Southwest 1/4 of the Southwest ¼, Southeast 1/4 of the Southwest 1/4, Northwest 1/4 of the Southeast 1/4, Northeast 1/4 of the Southeast 1/4, Southeast 1/4 of the Southeast 1/4, of Section 18, the Southwest 1/4 of the Southwest 1/4 of Section 17, the Northwest 1/4 of the Southwest 1/4, the Northeast 1/4 of the Southwest 1/4 of Section 20, all in Township 10 North, Range 18 East in the City of Hartford, Washington County, Wisconsin, more particularly described as follows: Beginning at the Southeast Corner of said Section 18 and a point on the east line of Lot 1 of CSM #6135 as recorded in Volume 45, Page 390 of Certified Survey Maps as Document #1152769; thence N 01°15’28” W along the east line of the Southeast 1/4 of the Southeast 1/4 said Section 18 and an east line of Lot 1 of said CSM #6135, 350.01 feet more or less to the northeast corner of Lot 1 of said CSM #6135; Thence N 89°57’04” W along the northerly line of said CSM #6135, 245.53 feet more or less to the southeast corner of Lot 2 of CSM #6723 as recorded in Volume 51, Page 298 of Certified Survey Maps as Document #1417637; Thence N 01°05’17” E along an easterly line of Lot 2 of said CSM #6723, 158.39 feet more or less to a easterly corner of Lot 2 of said CSM #6723; Thence N 46°54’03” W along a northeasterly line of Lot 2 of said CSM #6723, 192.26 feet more or less to a northeasterly corner of Lot 2 of said CSM #6723; Thence N 46°28’04” W along a northeasterly line of Lot 2 of said CSM #6723, 345.19 feet more or less to a northeasterly corner of Lot 2 of said CSM #6723; Thence N 67°41’54” W along a northerly line of Lot 2 of said CSM #6723, 108.37 feet more or less to a northerly corner of Lot 2 of said CSM #6723; Thence N 73°55’35” W along a northerly line of Lot 2 of said CSM #6723, 138.95 feet more or less to a northerly corner of Lot 2 of said CSM #6723; Thence N 39°03’51” W along a northerly line of Lot 2 of said CSM #6723, 260.15 feet more or less to a northerly corner of Lot 2 of said CSM #6723; Thence N 82°53’41” W along a northerly line of Lot 2 of said CSM #6723, 148.62 feet more or less to a northerly corner of Lot 2 of said CSM #6723; Thence N 74°27’54” W along a northerly line of Lot 2 of said CSM #6723, 127.62 feet more or less to a northwest corner of Lot 2 of said CSM #6723 and a point on the West line of the Southeast 1/4 of the Southeast 1/4 of Section 18; . Exhibit A.3 Thence northerly along the West line of the Southeast 1/4 of the Southeast 1/4 of Section 18, 134.19 feet more or less to the Northeast Corner of Southwest 1/4 of the Southeast 1/4 of Section 18; Thence westerly along the north line of the Southwest 1/4 of the Southeast 1/4 of Section 18, 844.28 feet more or less to a point on the east line of lands described in document #1287429. Thence N 00°14’30” E along the east line of lands described in document #127429, 158.50 feet more or less. Thence N 13°02’30” W along an easterly line of lands described in document #127429, to the Rubicon River; Thence southwesterly along the Rubicon River, to the northwest corner of lands described in Document #127429; Thence S 00°20’46” W along the west line of lands described in document #127429, 197.44 feet more or less to the northeast corner of Lot 1 of CSM #6800 as recorded in Volume 52, Page 226 of Certified Survey Maps as Document #1447025; Thence N 88°37’20” W along the north line of Lot 1 of said CSM #6800, 660.25 feet to the northwest corner of Lot 1 of said CSM #6800; Thence S 00°59’43” W along the west line of Lot 1 of said CSM #6800, 559.40 feet more or less to the southeast corner of lands described in document #1565329; Thence S 89°59’04” E along the south line of lands described in document #1535329, 620.25 feet more or less to the southwest corner of lands described in document #1565329 and a point on the easterly right-of-way of Independence Avenue; Thence N 00°20’34” W along the easterly right-of-way of Independence Avenue, 825.38 feet more or less to the southerly right-of-way of Liberty Avenue; Thence northwesterly to the southeast corner of Lot 1 of CSM 4005 and the northerly right-of-way of Liberty Avenue. Thence northerly along the west line of Lot 1 of CSM #4005 to the southerly ordinary high water mark of the Rubicon River; Thence westerly along the southerly ordinary high water mark of the Rubicon River also being the northerly line of Lot 1 of said CSM #4005 to a northwesterly corner of Lot 1 of said CSM #4005; Thence S 01°11’23” E along a westerly line of said Lot 1 of said CSM #4005, 30.00 feet more or less to a point on the northeasterly right-of-way of Independence Avenue and a westerly corner of Lot 1 of said CSM #4005; Thence N 01°11’23” W along the northeasterly right-of-way of Independence Avenue 7.36 feet more or less to the beginning of a curve to the right; Thence northwesterly along the northeasterly right-of-way of Independence Avenue and the arc of a curve to the right 404.65 feet more or less; Thence N 00°50’29” E along the easterly right-of-way of Independence Avenue 65.67 more or less feet to the beginning of a curve to the right; Thence northeasterly along the easterly right-of-way of Independence Avenue and the arc of a curve to the right 178.23 feet; Thence N 28°40’00” E along the easterly right-of-way of Independence Avenue, 590.14 feet more or less to the southwesterly right-of-way of the Wisconsin & Southern Railroad; Thence northwesterly along the southwesterly right-of-way of the Wisconsin & Southern Railroad to the West line of Southwest 1/4 of the Northwest 1/4 of Section 18; Thence northerly along the West line of Southwest 1/4 of the Northwest 1/4 of Section 18 to the northeasterly right-of-way of the Wisconsin & Southern Railroad; Thence southeasterly along the northeasterly right-of-way of the Wisconsin & Southern Railroad to the southwest corner of Lot 1 of CSM #7213 as recorded in Volume 55, Page 321 of Certified Survey Maps as Document #1560352; Thence N 28°40’02” E along the northwesterly line of said CSM #7213, 443.26 feet more or less to the northwest corner of Lot 1 of said CSM #7213 and a point on the southwesterly right-of-way of Innovation Way; Thence S 51°14’29” E along the southwesterly right-of-way of Innovation Way, 728.62 feet more or less to the Northeast Corner of the Southwest 1/4 of Section 18; Thence N 00°21’13” W along the west line of the Southwest 1/4 of the Northeast 1/4 of Section 18, 1,534.40 feet more or less to southeast corner of Lot 1 of CSM #5726 as recorded in Volume 41, Page 326 of Certified Survey Maps as Document #1051977; Thence S 76°29’02” W along the southerly line of Lot 1 of said CSM #5726, 422.41 feet more or less to the southwest corner of Lot 1 of said CSM #5726; Thence N 22°14’00” W along the westerly line of Lot 1 of said CSM #5726, 450.00 feet mor or less to the northwest corner of Lot 1 of said CSM #5726 and a point on the southerly right-of-way of Independence Avenue; Thence northeasterly along the southerly right-of-way of Independence Avenue to the southwesterly right-of-way of West State Street; Thence northeasterly along the extension of the southerly right-of -way of Independence Avenue to the northeasterly right-of-way of West State Street; Thence northwesterly along the northeasterly right-of way of West State Street to the southwest corner of Lot 1 of CSM #6551 as recorded in Volume 50, Page 27 of Certified Survey Maps as Document #1356953; Thence easterly along the south line of Lot 1 of said CSM #6551 588.57 feet more or less to the southeast corner of Lot 1 of said CSM #6551 and the Southwest Corner of the East 1/2 of the Southwest 1/4 of the Southeast ¼ of Section 7; Thence northerly along the West line of the East 1/2 of the Southwest 1/4 of the Southeast 1/4 of Section 7 to the Northwest Corner of the East 1/2 of the Southwest 1/4 of the Southeast 1/4; Thence easterly along the North line of the East 1/2 of the Southwest 1/4 of the Southeast 1/4 of Section 7 to the Northeast Corner of the Southwest 1/4 of the Southeast 1/4 of Section 7; Thence southerly along the East line of the Southwest 1/4 of the Southeast 1/4 of Section 7 and the East line of the Northwest 1/4 of the Northeast 1/4 of Section 18 and the East line of the Southwest of the Northeast 1/4 of Section 18 to the north line of lands described in Document #1588585; Thence easterly along the northerly line of lands described in Document #1588585 to the southwest corner of Lot 3 of CSM #5631 as recorded in Volume 50, Page 27 of Certified Survey Maps as Document #1006448 and the northerly right-of-way of Western Drive; Thence southerly of easterly line of lands described in Document #1588585 and the westerly right-of- way of Western Drive to the southeast corner of lands described in Document #1588585. Thence southerly along the westerly right-of-way of Western Drive and the easterly line of Document #909347 to the northwest corner of Lot 1 of CSM #3976 as recorded in Volume 25, Page 224 of Certified Survey Maps as Document #617579; Thence southeasterly along the southwesterly right-of-way of Western Avenue and the northerly line of Lot 1 of said CSM #3976 to the northeast corner of Lot 1 of said CSM #3976; Thence southwesterly along the easterly line of Lot 1 of said CSM #3976 to the northeasterly right-of- way of the Wisconsin and Southern Railroad and the southeast corner of Lot 1 of said CSM #3976; Thence southeasterly along the northeasterly line of the Wisconsin and Southern Railroad to the southeast corner of Lot 2 of CSM #4618 as recorded in Volume 31, Page 93 of Certified Survey Maps as Document #708858; Thence northerly along the east line of Lot 2 of said CSM #4618 to the southwest corner of Lot 1 of CSM #3951 as recorded in Volume 25, Page 156 of Certified Survey Maps as Document #613133; Thence southeasterly along the southerly line of Lot 1 of said CSM #3951 to the southeast corner of Lot 1 of said CSM #3951 and the westerly right-of-way of Airport Drive; Thence southerly along the westerly right-of-way of Airport Drive to northeasterly right-of-way of the Wisconsin and Southern Railroad; Thence southerly to the northwest corner of Parcel 1 of CSM #4594 as recorded in Volume 31, Page 24 of Certified Survey Maps as Document #705659 Thence southerly along the west line of Parcel 1 of said CSM #4594 to the southwest corner of Parcel 1 of said CSM # 4594 and the northwest corner of lands described as Parcel 2 in Document #1552023; Thence southeasterly along a westerly line of lands described as Parcel 2 of said Document #1552023, 600 feet more or less; Thence southerly along a westerly line of lands described as Parcel 2 of said Document #1552023, 426.70 feet more or less; Thence westerly along a northerly line of lands described as Parcel 2 of said Document #1552023, 400 feet more or less to the northeast corner of lands described in Document #1493955; Thence northwesterly along the northerly line of lands described in Document #1493955, 1484.28 feet more or less to a point on the east line of Lot 1 of CSM #6135 and a point on the East line of the Northeast 1/4 of the Northeast 1/4 of Section 19. Thence northerly along the East line of the Northeast 1/4 of the Northeast 1/4 of Section 19 and the east line of Lot 1 of said CSM #6135 to the Southeast Corner of Section 18 and the Point of Beginning. Exhibit B Comprehensive Plan for TID No. 14 Acres % of Total Acres Tax Key Property Address City State Zip Land Value Improvement Value Total Value Zoning Zoning Description 20 6.52% 0704-001-007 Unaddressed Hartford WI 53027 $5,800 $0 $5,800 R-8 Planned Mixed Residential 34.32 11.19% 0704-003-005 1500 West State Street Hartford WI 53027 $105,600 $336,100 $441,700 R-8 Planned Mixed Residential 38.60 12.58% 1801-003-004 1500 Innovation Way Hartford WI 53027 $0 $0 $0 A-1 Limited Agriculture 21.99 7.17% 1804-002-015 1501 Innovation Way Hartford WI 53027 $0 $0 $0 M-2 General Industrial 5.84 1.90% 1802-001-014 1650 Independence Avenue Hartford WI 53027 $154,500 $0 $154,500 M-2 General Industrial 1.09 0.36% 1801-003-003 Unaddressed Hartford WI 53027 $300 $0 $300 A-1 Limited Agriculture 21.94 7.15% 1804-002-003 1199 Western Drive Hartford WI 53027 $21,000 $0 $21,000 A-1 Limited Agriculture 1.47 0.48% 1801-003-006 Unaddressed Hartford WI 53027 $0 $0 $0 A-1 Limited Agriculture 9.68 3.16% 1804-002-009 1127 Western Drive Hartford WI 53027 $0 $0 $0 M-2 General Industrial 1.64 0.53% 1703-003-004 1117 Western Drive Hartford WI 53027 $66,000 $184,000 $250,000 M-1 Light Industrial 6.88 2.24% 1802-006-011 1523 Innovation Way Hartford WI 53027 $0 $0 $0 M-2 General Industrial 6.38 2.08% 1802-003-001 Unaddressed Hartford WI 53027 $0 $0 $0 SP-1 Railroad 1.30 0.42% 1803-002-007 1230 Independence Avenue Hartford WI 53027 $0 $0 $0 C-1 Conservancy 28.19 9.19% 1803-002-002 1600 Liberty Avenue Hartford WI 53027 $0 $0 $0 I-1 Institutional 6.82 2.22% 1803-002-005 1210 Independence Avenue Hartford WI 53027 $147,000 $0 $147,000 M-2 General Industrial 1.85 0.60% 1803-002-006 1604 Liberty Avenue Hartford WI 53027 $0 $0 $0 I-1 Institutional 5.00 1.63% 1803-002-004 1640 Liberty Avenue Hartford WI 53027 $1,600 $0 $1,600 A-1 Limited Agriculture 2.87 0.94% 1803-002-003 1645 Liberty Avenue Hartford WI 53027 $900 $0 $0 A-1 Limited Agriculture 7.97 2.60% 1803-002-010 1000 Independence Avenue Hartford WI 53027 $203,000 $1,319,000 $1,522,000 M-1 Light Industrial 9.85 3.21% 1803-002-008 Unaddressed Hartford WI 53027 $0 $0 $0 I-1 Institutional 9.15 2.98% 1803-002-009 1611 Liberty Avenue Hartford WI 53027 $5,100 $0 $5,100 I-1 Institutional 9.64 3.14% 1804-001-001 Unaddressed Hartford WI 53027 $5,300 $0 $5,300 A-1 Limited Agriculture 8.42 2.75% 1804-003-002 Unaddressed Hartford WI 53027 $0 $0 $0 A-1 Limited Agriculture 10.81 3.52% 1703-005-001 701 Airport Drive Hartford WI 53027 $0 $0 $0 I-1 Institutional 1.02 0.33% 1703-003-011 441 Airport Drive Hartford WI 53027 $0 $0 $0 I-1 Institutional 34.00 11.09% 2002-002-001 Unaddressed Hartford WI 53027 $0 $0 $0 I-1 Institutional Total Acreage 306.72 $716,100 $1,839,100 $2,554,300 Total Residential Acreage 92.92 % Residential Acreage 30.29% TID #14 Parcels EXHIBIT C Total Assessed Values Assessed Values ZoningProperty InformationLand Area 2012 Budget Refunding 2016B G.O. 2018A G.O. 2020A G.O. 2022A G.O. 2022B G.O. 2024A G.O. 2026A G.O. Total To Year Bonds Notes Notes Notes Notes Refg Bonds Notes Notes Be Paid 2026 400,000$ 400,000$ 2027 350,000$ 700,000$ 200,000$ 500,000$ 300,000$ 500,000$ 300,000$ 2,850,000$ 2028 375,000$ 700,000$ 700,000$ 325,000$ 500,000$ 300,000$ 2,900,000$ 2029 375,000$ 700,000$ 700,000$ 325,000$ 500,000$ 300,000$ 2,900,000$ 2030 375,000$ 700,000$ 400,000$ 600,000$ 500,000$ 2,575,000$ 2031 350,000$ 650,000$ 625,000$ 750,000$ 2,375,000$ 2032 350,000$ 350,000$ 750,000$ 850,000$ 275,000$ 2,575,000$ 2033 1,000,000$ 750,000$ 1,750,000$ 2034 1,265,000$ 750,000$ 2,015,000$ 2035 1,200,000$ 1,200,000$ 2036 1,200,000$ 1,200,000$ 2037 1,200,000$ 1,200,000$ 2038 1,200,000$ 1,200,000$ 2039 1,200,000$ 1,200,000$ 2040 1,225,000$ 1,225,000$ 2041 2,000,000$ 2,000,000$ TOTALS 2,175,000$ 3,800,000$ 600,000$ 1,900,000$ 2,725,000$ 2,100,000$ 5,265,000$ 11,000,000$ 29,565,000$ City of Hartford, Wisconsin 2026 Annual Budget Amortization of Outstanding Principal All General Obligation Debt (2026-2041) EXHIBIT D # Internal Use REVENUE EXPENDITURE REVENUE 2026 -$ -$ -$ -$ -$ 60% -$ -$ -$ -$ 2027 -$ -$ -$ -$ -$ 60% -$ 165,000.00$ (165,000.00)$ 165,000.00$ 2028 80,236$ -$ 45,813$ 34,423.00$ -$ 60% -$ 229,187.00$ (229,187.00)$ 275,000.00$ 2029 81,840$ 42,548.00$ 45,813$ -$ 559,780$ 60% 335,868$ 228,687.00$ (4,775.00)$ 274,500.00$ 2030 83,477$ 42,548.00$ 45,813$ -$ 1,520,487$ 60% 912,292$ 227,937.00$ 380,257.80$ 273,750.00$ 2031 85,147$ 42,548.00$ 45,813$ -$ 1,860,952$ 60% 1,116,571$ 226,937.00$ 517,443.80$ 272,750.00$ 2032 86,850$ 42,548.00$ 45,813$ -$ 2,204,822$ 60% 1,322,893$ 225,687.00$ 656,241.80$ 271,500.00$ 2033 88,587$ 42,548.00$ 45,813$ 226.00$ 2,369,480$ 60% 1,421,688$ 229,187.00$ 718,605.00$ 275,000.00$ 2034 90,358$ 42,548.00$ 45,813$ 1,997.00$ 2,393,175$ 60% 1,435,905$ 227,187.00$ 730,083.00$ 273,000.00$ 2035 92,166$ 42,548.00$ 45,813$ 3,805.00$ 2,417,106$ 60% 1,450,264$ 224,937.00$ 741,905.40$ 270,750.00$ 2036 94,009$ 42,548.00$ 45,813$ 5,648.00$ 2,441,278$ 60% 1,464,767$ 227,437.00$ 749,074.20$ 273,250.00$ 2037 95,889$ 42,548.00$ 45,813$ 7,528.00$ 2,465,690$ 60% 1,479,414$ 224,437.00$ 761,839.00$ 270,250.00$ 2038 97,807$ 42,548.00$ 45,813$ 9,446.00$ 2,490,347$ 60% 1,494,208$ 226,187.00$ 769,951.80$ 272,000.00$ 2039 99,763$ 42,548.00$ 45,813$ 11,402.00$ 2,515,251$ 60% 1,509,151$ 227,437.00$ 778,663.40$ 273,250.00$ 2040 101,758$ 42,548.00$ 45,813$ 13,397.00$ 2,540,403$ 60% 1,524,242$ 228,187.00$ 787,974.20$ 274,000.00$ 2041 103,793$ 42,548.00$ 45,813$ 15,432.00$ 2,565,807$ 60% 1,539,484$ 228,437.00$ 797,885.80$ 274,250.00$ 2042 105,869$ 42,548.00$ 45,813$ 17,508.00$ 2,591,465$ 60% 1,554,879$ 228,187.00$ 808,399.00$ 274,000.00$ 2043 107,987$ 42,548.00$ 45,813$ 19,626.00$ 2,617,380$ 60% 1,570,428$ 227,437.00$ 819,515.00$ 273,250.00$ 2044 110,146$ 42,548.00$ 45,813$ 21,785.00$ 2,643,554$ 60% 1,586,132$ 226,187.00$ 831,234.60$ 272,000.00$ 2045 112,349$ 42,548.00$ 45,813$ 23,988.00$ 2,669,989$ 60% 1,601,993$ 226,437.00$ 841,558.60$ 272,250.00$ 2046 114,596$ -$ 45,813$ 68,782.98$ 2,696,689$ 60% 1,618,013$ 227,187.00$ 851,488.60$ 273,000.00$ 1,832,627$ 723,316$ 870,447$ 254,994$ 41,563,655$ 24,938,193$ 4,482,303$ 12,143,159$ 5,352,750$ 12,143,159$ Innovation Way Debt Winter Park Increment WINTER PARK BUILDERS PROJECT % Incentive Winter Park Pay- Go REVENUE 3. The Winter Park Builder's Subdivision is anticipated to be built out over 5 years, with an assessed value of approximately $175,000,000 (FY 2033) EXHIBIT E TID 14 CASH FLOW PROJECTION Innovation Way Bond Payments 1. DJS's share of the Innovation Way Extension is $561,210 2. Winter Park Builder's Subdivision will be composed of 200 Multi-family units, 184 Vilas units, 146 Townhome units , and 108 detached Single-Family units Assumptions City's End Balance: CITY OF HARTFORD Year Hartford $DJS Increment EDWC Impact Fund Debt Service Innovation Way Debt DJS Pay-Go EXPENDITURE DJS PROJECT N.T.S. Updated: June 2026 R:\Projects\Mapping\HartCity\Planning\BID AND TIF MAPS\TID 14.dwg Proposed TID 14 Proposed TID 14 Area Half Mile Radius Exhibit F Exhibit G TID No. 14 Development Layout Daily News: May 22, 2026 May 29, 2026 43 Notices Sent NOTICE OF PUBLIC HEARING PLAN COMMISSION PLEASE TAKE NOTICE that pursuant to Section § 62.23(7)(de) of the Wisconsin State Statues and Section § 52.302 of the City of Hartford Municipal Code, that a PUBLIC HEARING will be held at 6:00 p.m. or thereafter on June 8, 2026, in the Common Council Chambers at the lower level of City Hall, 109 N. Main Street, by the City of Hartford Plan Commission to consider the request of: Vendetta Jiu Jitsu, owner Ken Kranzman, to apply for a conditional use permit to allow for the operation of an Instructional studio at the property, 15 Lone Oak Lane, ( Tax Key: 36-2202-001-052) zoned B-1, Neighborhood Business. All persons wishing to provide testimony for or against the requested application are invited to be present. Written comments may be submitted to City Clerk Shanna Kreilkamp, 109 North Main Street, Hartford, WI 53027. A map of the parcel and application can be viewed in the Planning and Zoning Office by appointment, 109 N. Main Street, Monday- Friday between the hours of 7:30 a.m. and 4:30 p.m. Contact 262-673-8272. Dated this 11 th day of May 2026 Shanna Kreilkamp City Clerk City of Hartford Notices Sent w/in 200 ft of 36-2202-001-052 Created 5/1/26 Tax Key Name Address City State Zip 36_2202002004 ANGELA J GIBSON 163 TAMARACK AVE HARTFORD WI 53027 36_2202002005 ANITA BADOUIN REV TR 1339 HONEYSUCKLE RD HARTFORD WI 53027 36_2202001010 ARLENE E DAUL REVOCABLE TRUST 152 TAMARACK AVE HARTFORD WI 53027-0000 36_2202002002 CARL & JANET MD HULBERT 139 TAMARACK AVE HARTFORD WI 53027-0000 36_2202001009 DANIEL J DAUL 140 TAMARACK AVE HARTFORD WI 53027-0000 36_2202001052 DENCO PROPERTIES LLC W164N11897 FOND DU LAC AVE GERMANTOWN WI 53022 36_2202002015 DIANE M FENNEY 1343 HONEYSUCKLE RD HARTFORD WI 53027 36_2202002012 EDWARD N & KAREN L TOTSKY 143 TAMARACK AVE HARTFORD WI 53027-0000 36_2202001039 ELIZABETH CORDELL 103 TAMARACK CIR HARTFORD WI 53027 36_2202006002 FROEDTERT HEALTH INC 9200 W WISCONSIN AVE MILWAUKEE WI 53226-0000 36_2202001036 GAIL BROSTOWITZ 1325 TAMARACK AVE HARTFORD WI 53027 36_2202001005 GARY M &THERESA M BURKE 102 TAMARACK CT HARTFORD WI 53027 36_2202001045 GINGER A KUHN REVOCABLE LIV TRUST 261 W STATE ST HARTFORD WI 53027 36_2202001011 GRANT J BEARDSLEY 162 TAMARACK AVE HARTFORD WI 53027 36_2202001046 JOHN A SCHMITT REVOCABLE LIVING TRUST 166 TAMARACK AVE HARTFORD WI 53027 36_2202001044 JUDITH A BINGEN 144 TAMARACK AVE HARTFORD WI 53027 36_2202001047 KAYLEEN R BELL 206 TAMARACK AVE HARTFORD WI 53027 36_2202002001 KENNETH R & AMYJO L PADDOCK 1338 TAMARACK AVE HARTFORD WI 53027 36_2202001012 KEVIN STAHNKE 202 TAMARACK AVE HARTFORD WI 53027 36_2202002003 KIMBERLY L STEPHAN 149 TAMARACK AVE HARTFORD WI 53027 36_2202001024, 36_2202001025 KVARA PROPERTY MANAGEMENT LLC 4933 WILDLIFE RD STE 2 HARTFORD WI 53027 36_2202001055 LONE OAK DEVELOPMENT LLC PO BOX 1159 DEERFIELD IL 60015-0000 36_2202001022 LSRE HARTFORD LLC 2651 KIRKING CT PORTAGE WI 53901 36_2202001003 MARY LOU KAUL 1345 TAMARACK AVE HARTFORD WI 53027-0000 36_2202006046 MCDONALDS USA LLC 1722 CLARENCE CT WEST BEND WI 53095-0000 36_2202002013 MELISSA J STEFAN 153 TAMARACK AVE HARTFORD WI 53027 36_2202001043 MICHAEL E & ETHEL T STANIS 134 TAMARACK AVE HARTFORD WI 53027-0000 36_2202001051 NAGEL INVESTMENTS PO BOX 211 SLINGER WI 53086-0000 36_2202001040 NANCY L KONTOS 106 TAMARACK CIR HARTFORD WI 53027 36_2202001038 NGUN TAN NGUYEN 3351 DRUMLIN DR SLINGER WI 53086 36_2202001042 PATRICK SCHAEFER 120 TAMARACK CIR HARTFORD WI 53027-0000 Notices Sent w/in 200 ft of 36-2202-001-052 Created 5/1/26 Tax Key Name Address City State Zip 36_2202001001 RANDALL W FERKANS 1321 TAMARACK AVE HARTFORD WI 53027-0000 36_2202002014 RENEE A BARTOS 167 TAMARACK AVE HARTFORD WI 53027 36_2202001004 RICHARD A & TERRI L REESE 105 TAMARACK CIR HARTFORD WI 53027 36_2202001006 ROLL REVOCABLE LIVING TRUST 110 TAMARACK CIR HARTFORD WI 53027-0000 36_2202006003 RRG HILLDALE PLAZA 600 N PLANKINTON AVE STE 301 MILWAUKEE WI 53203-0000 36_2202001037 STEPHANIE FEUCHT 1337 TAMARACK AVE HARTFORD WI 53027 36_2202001002 THEODORE J & LETITIA S KOMP 1333 TAMARACK AVE HARTFORD WI 53027-0000 36_2202002011 TIMOTHY R & MICHELE T HORST ET AL W911 PAINE RD RUBICON WI 53078 36_2202001050 VEMROSE LLC 109 LONE OAK LN HARTFORD WI 53027 36_2202001041 VIOLET J& KURT R KUECHLER 112 TAMARACK CIR HARTFORD WI 53027-0000 36_2202001007 WAYNE F HEFTER, PATRICIA A WATSON ET AL 118 TAMARACK CIR HARTFORD WI 53027-0000 36_2202001008 WENDY BEHLING 130 TAMARACK AVE HARTFORD WI 53027 Mailed 5/12/26 B-3 B-1 B-2 B-2 B-3 C-1 I-1R-1 R-2 R-2 R-3 R-3 R-3 R-4 1246 40 1310 1540 3464 1364 63 47 50 1254 1254 1303 1284 1309 1309 154 110 1533 1400 154 1520 1516 1502 1502 1502 1472 1450 1350 1336 1268 15 109 10970 70 157 1285 1411 1457 1471 15391527 1481 1310 1310 15 Lone Oak Lane - Zoning Road Centerline I, USH Road Centerline STH, CTH RoadCenterline TWN,CVS,PVT Parcels - Washington County Municipal Boundarry Zoning B-1 B-2 B-3 C-1 I-1 R-1 R-2 R-3 R-4 Hartford_Parcels Dodge Parcels Railroads Trees Building_Shadows Buildings_HouseNumber NDHArea Perennial Lake Canal/Ditch Ocean Intermittent NHDWaterbody Ice Mass Tailings Pond Intermittent Lake Playa Settling Pond IntermittentNHDArea Rapids Lock Chamber/Spillway Dam Area of Complex Channels Foreshore Intermittent Stream Wash Inundation Area Submerged Stream PerennialNHDWaterbody Perennial Lake Nonearthen Reservoir Estuary NHDWaterbody Perennial Lake Nonearthen Reservoir Estuary PerennialNHDArea Perennial Lake Canal/Ditch Ocean Streams and Rivers Pipeline Perennial Stream Canal/Ditch Coastline Underground Conduit Underground Pipeline Intermittent Stream Right_of_Way_Buffer Right_of_Way Parks Woods Areas Elevation_Contours Hillshade 0 - 3 3.000000001 - 13 13.00000001 - 26 26.00000001 - 39 39.00000001 - 51 51.00000001 - 61 61.00000001 - 70 70.00000001 - 80 80.00000001 - 88 88.00000001 - 96 96.00000001 - 104 104.0000001 - 112 112.0000001 - 120 120.0000001 - 128 128.0000001 - 136 136.0000001 - 143 143.0000001 - 150 150.0000001 - 157 157.0000001 - 164 164.0000001 - 170 170.0000001 - 175 175.0000001 - 178 178.0000001 - 181 181.0000001 - 184 184.0000001 - 189 189.0000001 - 195 195.0000001 - 201 201.0000001 - 207 207.0000001 - 213 213.0000001 - 220 220.0000001 - 229 229.0000001 - 255 6/1/2026, 4:28:01 PM 0 0.04 0.080.02 mi 0 0.07 0.130.03 km 1:2,255 15 Loan Oak Lane Address Point Road Centerline STH, CTH State Highway County Highway Current Parcel Parcel Taxkey & Acreage Leader Lines Subdivision Name Condominium Name Certified Survey Number Lot Number Landhook PLSS Monument Local Road Labels Local Road Municipality Right-of-Way Plat Certified Survey Map Condominium Assessor Plat; Cemetery Plat; Subdivision Lot PLSS Quarter PLSS Section PLSS Boundary Ortho2022 Red: Red Green: Green Blue: Blue 6/1/2026, 4:17:17 PM 0 240 480120 ft 0 70 14035 m 1:1,800 B-1 5.13 Instructional Studio, CUP Required. 4/28/26 Vendetta Jiu Jitsu Business Plan Ken Kranzman, Owner Natalie Kranzman, Owner Created on February 1st, 2026 Proposed Location 15 Lone Oak Ln Hartford WI 53027 Executive Summary Product Vendetta Jiu Jitsu provides martial arts and self-defense instruction for both children and adults. Customers The target audience for Vendetta Jiu Jitsu is children ages 6 - 17 and adults ages 18 and older who are seeking self-defense lessons. Company Description Mission Statement Vendetta Jiu Jitsu's mission is to create an enjoyable and engaging environment through innovative class structures and instruction. Our vision is to develop and maintain an environment conducive to individual learning styles. We encourage and promote the imaginative nature of the individual. We are here to help guide you through your process by providing quality instruction in a controlled environment. We are all here to learn from one another Principal Members/Employees ● Ken Kranzman - Owner/Lead Instructor ● Natalie Kranzman - Owner/Administrator ● Pal Anton Manager/Lead Instructor Legal Structure Underground Jiu Jitsu LLC DBA Vendetta Jiu Jitsu Underground Jiu Jitsu is a sole proprietorship LLC out of Oconomowoc, Wisconsin 53066. Company Advantages Vendetta Jiu Jitsu believes small class sizes produce better results. Small class sizes allow for more personalized instruction in a safe and structured group environment. Classes are designed to strengthen your cognitive understanding of self defense. Vendetta Jiu Jitsu promotes a unique platform to learn self defense in a safe environment. We focus on tactile development and skill acquisition in an engaging format. Pricing Structure Vendetta JJ will offer its services at an hourly rate using the following labor categories and rates: ● Unlimited Adult $125/month ● Unlimited Kids $100/month Hours of operation: Sunday Monday Tuesday Weds. Thurs. Fri. Sat. CLOSED 5-7pm Closed 5-7pm 5-7pm 5-7pm 12-2pm Required Parking: 12- 18 needed parking spaces 34 parking spaces are available Marketing & Sales Growth Strategy Vendetta Jiu Jitsu is looking to double its client base within one to two years. Communicate with the Customer ● Vendetta Jiu Jitsu will communicate with its customers by: ● Customer Relations Management Software ● Using social media such as Twitter, YouTube, Facebook, and LinkedIn ● Providing contact information on the company website How to Sell ● Online marketing ● Social media ● Word of mouth As an established Jiu Jitsu gym in the area, we have a record of community support and charitable fundraisers that benefit the community. We are firm believers in giving back to the community. Here are some of the organizations we have supported recently. Christmas Clearing Council https://www.christmasclearingcouncil.org/ Sojourner Peace Center Wovin Womens Veterans Independent Network This is a link to a news piece produced by WTMJ4 on the event https://www.facebook.com/photo.php?fbid=1158304579819266&id=100069192042258&set=a.2 91101353206264 1411 East Sumner Street - Zoning Road Centerline I, USH Road Centerline STH, CTH RoadCenterline TWN,CVS,PVT Parcels - Washington County Municipal Boundarry Zoning A-1 B-1 B-2 B-3 C-1 CC-1 I-1 M-1 M-2 P-1 R-1 R-2 R-3 R-4 R-8 SP-1 Railroads Trees NDHArea Perennial Lake Canal/Ditch Ocean Intermittent NHDWaterbody Ice Mass Tailings Pond Intermittent Lake Playa Settling Pond IntermittentNHDArea Rapids Lock Chamber/Spillway Dam Area of Complex Channels Foreshore Intermittent Stream Wash Inundation Area Submerged Stream PerennialNHDWaterbody Perennial Lake Nonearthen Reservoir Estuary NHDWaterbody Perennial Lake Nonearthen Reservoir Estuary PerennialNHDArea Perennial Lake Canal/Ditch Ocean Streams and Rivers Pipeline Perennial Stream Canal/Ditch Coastline Underground Conduit Underground Pipeline Intermittent Stream Right_of_Way_Buffer Right_of_Way Parks Woods Areas Elevation_Contours Hillshade 0 - 3 3.000000001 - 13 13.00000001 - 26 26.00000001 - 39 39.00000001 - 51 51.00000001 - 61 61.00000001 - 70 70.00000001 - 80 80.00000001 - 88 88.00000001 - 96 96.00000001 - 104 104.0000001 - 112 112.0000001 - 120 120.0000001 - 128 128.0000001 - 136 136.0000001 - 143 143.0000001 - 150 150.0000001 - 157 157.0000001 - 164 164.0000001 - 170 170.0000001 - 175 175.0000001 - 178 178.0000001 - 181 181.0000001 - 184 184.0000001 - 189 189.0000001 - 195 195.0000001 - 201 201.0000001 - 207 207.0000001 - 213 213.0000001 - 220 220.0000001 - 229 229.0000001 - 255 6/1/2026, 3:20:48 PM 0 0.1 0.20.05 mi 0 0.2 0.40.1 km 1:7,313 1411 East Sumner Street Address Point Railroad Centerlines Road Centerline STH, CTH State Highway County Highway Current Parcel Parcel Taxkey & Acreage Subdivision Name PLSS Monument Local Road Labels Local Road Municipality Right-of-Way Plat Certified Survey Map Condominium Assessor Plat; Cemetery Plat; Subdivision Lot PLSS Quarter PLSS Section PLSS Boundary Ortho2024 Red: Red Green: Green Blue: Blue 6/1/2026, 3:15:39 PM 0 410 820205 ft 0 120 24060 m 1:3,000 City of Hartford Chapter 52 – Zoning C - 12 General Business (B-3) District This district is intended to accommodate a wide range of commercial businesses that primarily cater to the community and surrounding regional markets. Lot Standards Details A Lot area, minimum § 52.1001 20,000 square feet B Lot width, minimum § 52.1003 90 feet Building Standards C Principal building height, maximum § 52.1004 35 feet D Accessory building height, maximum § 52.1005 18 feet Setbacks E Street-yard setback, minimum § 52.1007 15 feet for principal buildings; 15 feet for accessory buildings F Street-yard setback, maximum § 52.1007 80 feet G Side-yard setback, minimum § 52.1007 25 feet from abutting residential districts 10 feet for principal buildings abutting non-residential districts; 5 feet for accessory buildings abutting non-residential districts H Rear-yard setback, minimum § 52.1007 25 feet for principal buildings; 5 feet for accessory buildings Site Standards I Building coverage, maximum § 52.1008 75 percent J Number of detached accessory buildings, maximum § 52.1011 2 Other K Driveway width at street right of way, maximum See § 52.2414 for specific standards L Driveway setback, minimum 15 feet other than a street lot line M Parking lot setback, minimum 10 feet N Loading area setback, minimum 50 feet from front lot line PROPOSED VESTIBULE 60 S.F. CIVIL F.F.= 1012.20 ARCH F.F.= 100'-0" C.T.H "K" S.T.H "60" (EAST SUMNER ST.) PROPOSED BUILDING ADDITION 1,918 S.F. CIVIL F.F.= 1012.20 ARCH F.F.= 100'-0" ARCHITECTS ● ENGINEERS ● SURVEYORS PROJECT INFORMATION PROFESSIONAL SEAL COLLABORATION Always aBetter Plan 100 Camelot Drive Fond Du Lac, WI 54935 Phone: (920) 926-9800 www.EXCELENGINEER.com SHEET NUMBER JOB NUMBER 260005700 PROPOSED ADDITION FOR: KWIK TRIP #655 1411 E. SUMNER STREET ● HARTFORD, WI 53027 ARCHITECTS ● ENGINEERS ● SURVEYORS PROJECT INFORMATION PROFESSIONAL SEAL COLLABORATION Always aBetter Plan 100 Camelot Drive Fond Du Lac, WI 54935 Phone: (920) 926-9800 www.EXCELENGINEER.com SHEET NUMBER JOB NUMBER 260005700 PROPOSED ADDITION FOR: KWIK TRIP #655 1411 E. SUMNER STREET ● HARTFORD, WI 53027 SHEET DATES SHEET ISSUE REVISIONS PERMIT SET C001 CIVIL COVER SHEET MAY 12, 2026 PROJECT LOCATION KWIK TRIP #655 PROPOSED ADDITION FOR: HARTFORD, WI SHEET INDEX NUMBER SHEET NAME / DESCRIPTION C001 CIVIL COVER SHEET C002 CIVIL SPECIFICATIONS C020 EXISTING SITE AND DEMOLITION PLAN C100 SITE PLAN C200 GRADING AND EROSION CONTROL PLAN C201 ADA PLAN C400 UTILITY PLAN C500 DETAILS C800 SITE PHOTOMETRIC PLAN & DETAILS LOCATION MAP PROJECT CONTACTS OWNER INFORMATION: CIVIL: Kwik Trip Contact: Chris Nutini P.O. Box 2107 La Crosse, WI 54602-2107 Phone: (608) 793-5551 Email: cnutini@kwiktrip.com Eric Drazkowski, P.E. Contact: Zach Becker Phone: (920) 926-9800 E-mail: zach.becker@excelengineer.com SITE PLAN OVERVIEW TO OBTAIN LOCATION OF PARTICIPANTS' UNDERGROUND FACILITIES BEFORE YOU DIG IN WISCONSIN CALL DIGGERS HOTLINE 1-800-242-8511 TOLL FREE TELEFAX (414) 259-0947 TDD (FOR THE HEARING IMPAIRED) 1-800 542-2289 WISCONSIN STATUTE 182.0175 (1974) REQUIRES MINIMUM OF 3 WORK DAYS NOTICE BEFORE YOU EXCAVATE 50' 0 50' 100' SCALE: 1"= 50' 1. EXCAVATOR TO REFERENCE STRUCTURAL PLANS FOR FOOTING/FOUNDATION SCOPE. GENERAL PROJECT NOTES CONSTRUCTION STAKING SHALL BE COMPLETED BY EXCEL ENGINEERING AS REQUESTED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. CONTRACTOR TO CONTACT RYAN WILGREEN AT 920-926-9800 OR RYAN.W@EXCELENGINEER.COM TO GET STAKING PRICE TO INCLUDE IN BID TO OWNER. PAYMENT OF STAKING COSTS ABOVE AND BEYOND THE BASE PRICE DUE TO RESTAKING WILL BE THE RESPONSIBILITY OF THE CONTRACTOR, NOT THE OWNER. CAD DRAWING FILES AND SURVEY CONTROL WILL NOT BE PROVIDED FOR STAKING PURPOSES. CONSTRUCTION STAKING SERVICES PROJECT NOTES CITY PLANNER: Jacob Maas Phone: (262) 673-8265 E-mail: jmaas@hartford.wi.gov CITY ENGINEER: Chris Walter Phone: (262) 673-8261 E-mail: cwalter@hartford.wi.gov CITY FIRE CHIEF: Tony Burgard Phone: (262) 673-8290 E-mail: tburgard@hartford.wi.gov CITY BUILDING INSPECTOR: Mike Hedrick Phone: (262) 673-8277 CITY ZONING ADMINISTRATOR: Jenny Conley Phone: (262) 673-8272 E-mail: jconley@hartford.wi.gov NORTH NORTH NORTH 000.00 C E T T 800 800 000.00 FL 000.00 TC 000.00 BW 000.00 TW FOR STAKEOUT LOCATION AND OFFSETS. LOCATION. REFER TO STAKEOUT POLICY VERIFY STATION FOR INLET STAKEOUT INFORMATION: STAKEOUT INFORMATION: VERIFY STATION FOR INLET LOCATION. REFER TO STAKEOUT POLICY FOR STAKEOUT LOCATION AND OFFSETS. 000.00 FG 000.00 BG NOTE: ALL SYMBOLS SHOWN MAY NOT APPEAR ON DRAWINGS. IDENTIFICATIONSYM. LEGEND PROPOSED SPOT ELEVATIONS (FLOW LINE OF CURB UNLESS OTHERWISE SPECIFIED) EXISTING GRADE SPOT ELEVATIONS PROPOSED SPOT ELEVATIONS (REFERENCE R-WALL DETAIL) BG-FINISHED SURFACE GRADE AT BACK OF WALL FG-FINISHED SURFACE GRADE AT FRONT OF WALL PROPOSED SPOT ELEVATIONS (TOP OF CURB, FLOWLINE OF CURB) PROPOSED SPOT ELEVATIONS (TOP OF WALK, BOTTOM OF WALK @ FLOWLINE) 000.00 EG EXISTING WATER VALVE IN BOX PROPOSED WATER VALVE IN BOX EXISTING WATER VALVE IN MANHOLE EXISTING WATER SERVICE VALVE EXISTING TELEPHONE MANHOLE EXISTING STORM CATCH BASIN PROPOSED STORM CATCH BASIN - ST CB PROPOSED STORM FIELD INLET - ST FI EXISTING SQUARE CATCH BASIN EXISTING STORM CURB INLET PROPOSED STORM CURB INLET - ST CI EXISTING UTILITY POLE EXISTING UTILITY POLE WITH GUY WIRE EXISTING STREET LIGHT EXISTING TELEPHONE PEDESTAL EXISTING ELECTRIC PEDESTAL EXISTING ELECTRIC BOX EXISTING CABLE TV PEDESTAL PROPOSED DRAINAGE FLOW 1-1/4" REBAR SET WEIGHING 4.30 LB/FT. 3/4" REBAR SET WEIGHING 1.50 LB/FT. 1-1/4" REBAR FOUND 3/4" REBAR FOUND 2" IRON PIPE FOUND 1" IRON PIPE FOUND EXISTING FLOOD LIGHT SECTION CORNER PROPOSED APRON END SECTION EXISTING MARSH AREA EXISTING DECIDUOUS TREE WITH TRUNK DIAMETER EXISTING CONIFEROUS TREE EXISTING SHRUB EXISTING STUMP SOIL BORING EXISTING WELL PROPOSED WELL PROPOSED LIGHT POLE EXISTING LIGHT POLE PROPOSED SIGN EXISTING SIGN CENTER LINE EXISTING HANDICAP PARKING STALL PROPOSED HANDICAP PARKING STALL EXISTING GAS VALVE EXISTING WOODED AREA EXISTING HEDGE EXISTING CHAINLINK FENCE EXISTING WOOD FENCE EXISTING BARBED WIRE FENCE EXISTING GUARD RAIL EXISTING STORM SEWER AND MANHOLE PROPOSED STORM SEWER AND MANHOLE - ST MH EXISTING SANITARY SEWER AND MANHOLE PROPOSED SANITARY SEWER AND MANHOLE - SAN MH EXISTING WATER LINE AND HYDRANT PROPOSED WATER LINE AND HYDRANT EXISTING OVERHEAD UTILITY LINE EXISTING UNDERGROUND FIBER OPTIC LINE EXISTING UNDERGROUND ELECTRIC CABLE EXISTING UNDERGROUND TELEPHONE CABLE EXISTING UNDERGROUND GAS LINE EXISTING CURB AND GUTTER GRADING/SEEDING LIMITS RIGHT-OF-WAY LINEINTERIOR PROPERTY LINE RAILROAD TRACKS EXISTING GROUND CONTOUR EXISTING POLISH SEWER AND MANHOLE PROPOSED POLISH SEWER AND MANHOLE EXISTING PROCESS SEWER AND MANHOLE PROPOSED PROCESS SEWER AND MANHOLE EXISTING CLEAR WATER LINE PROPOSED CLEAR WATER LINE PROPOSED CURB AND GUTTER PROPOSED GROUND CONTOUR IDENTIFICATIONSYM. PROPOSED CLEANOUT PROPOSED DOWNSPOUT TO GRADE SPOT ELEVATIONS EXISTING SITE SYMBOLS EXISTING LINETYPES PROPOSED SITE SYMBOLS PROPOSED LINETYPES PROPOSED UNDERGROUND GAS LINE PROPOSED UNDERGROUND TELEPHONE CABLE PROPOSED UNDERGROUND ELECTRIC CABLE PROPOSED UNDERGROUND FIBER OPTIC LINE PROPOSED GUARD RAIL MATCHLINE PROPOSED PROPERTY LINE PROPOSED OVERHEAD UTILITY LINE PROPOSED CHAINLINK FENCE PROPOSED WOOD FENCE PROPOSED BARBED WIRE FENCE PROPOSED WATER VALVE IN MANHOLE PROPOSED WATER SERVICE VALVE SHEETS BELOW INTENDED TO BE PRINTED IN: COLOR. REFER TO DIGITAL FORMAT DRAWINGS IF PRINTED GRAYSCALE TO ENSURE SCOPE CLARITY. PROPOSED DOWNSPOUT TO RISER 05/04/26 SHEET DATES SHEET ISSUE REVISIONS PERMIT SET C002 CIVIL SPECIFICATIONS MAY 12, 2026 ARCHITECTS ● ENGINEERS ● SURVEYORS PROJECT INFORMATION PROFESSIONAL SEAL COLLABORATION Always aBetter Plan 100 Camelot Drive Fond Du Lac, WI 54935 Phone: (920) 926-9800 www.EXCELENGINEER.com SHEET NUMBER JOB NUMBER 260005700 PROPOSED ADDITION FOR: KWIK TRIP #655 1411 E. SUMNER STREET ● HARTFORD, WI 53027 ARCHITECTS ● ENGINEERS ● SURVEYORS PROJECT INFORMATION PROFESSIONAL SEAL COLLABORATION Always aBetter Plan 100 Camelot Drive Fond Du Lac, WI 54935 Phone: (920) 926-9800 www.EXCELENGINEER.com SHEET NUMBER JOB NUMBER 260005700 PROPOSED ADDITION FOR: KWIK TRIP #655 1411 E. SUMNER STREET ● HARTFORD, WI 53027 CIVIL SPECIFICATIONS Table A: Allowable Pipe Material Schedule Utility Material Pipe Code Fitting Code Joint Code Sanitary Sewer SDR 35 PVC ASTM D1785, ASTM D2665, ASTM D3034, ASTM F891 ASTM F1336 Push On: ASTM D3212 for Tightness Elastomeric Gasket: ASTM F477 Sanitary Sewer SCH.40 PVC ASTM D1785, ASTM D2665, ASTM F891 ASTM F1336 Primer: ASTM F656 Solvent Cement: ASTM D2564 Storm Sewer SDR 35 PVC ASTM D1785, ASTM D2665, ASTM D3034, ASTM F891 ASTM F1336 Push On: ASTM D3212 for Tightness Elastomeric Seal: ASTM F477 CONCRETE MIX DESIGN SCHEDULE TABLE TYPE OF CONSTRUCTION MIN 28 DAY COMPRES SIVE STRENGT H (PSI) (ASTM C39) MAX SLUMP +/- 1" (ASTM C143) (C) MAX AGGREGATE SIZE (INCH) % AIR ENTRAINING +/- 1.5% MAX W/C RATIO MINIMUM CEMENTITIOUS MATERIALS PER CUBIC YARD ADDITIONAL COMMENTS FOOTINGS 3000 4 D 1-1/2 3% MAX -- -- FOUNDATION WALLS AND CANOPY FOOTINGS/PIERS 4500 4 D 1 6 0.45 -- EXTERIOR SLABS, WALKS, AND CURBS 4500 4 D 1 6 0.45 520 (B) (D) (E) (F) CMU BLOCK FILL 2500 7 D 3/8 -- -- -- (A) (F) (A) MAXIMUM REPLACEMENT OF PORTLAND CEMENT WITH SUPPLEMENTARY CEMENTITIOUS MATERIALS BY WEIGHT IS; FLY ASH 40%, SLAG 60%. TOTAL REPLACEMENT OF PORTLAND CEMENT WITH SUPPLEMENTARY CEMENTITIOUS MATERIALS SHALL BE AT LEAST 40% (LESS THAN 40% AS APPROVED BY PROJECT ENGINEER) BUT NOT GREATER THAN 60%. (B) MAXIMUM REPLACEMENT OF PORTLAND CEMENT WITH SUPPLEMENTARY CEMENTITIOUS MATERIALS BY WEIGHT IS; FLY ASH 20%, SLAG 30%. DESIGN STRENGTH AT TIME OF STEEL ERECTION AND BACKFILLING RESPECTIVELY. THIS TIME PERIOD IS 21 DAYS UNLESS DIRECTED OTHERWISE. (C) SLUMP MAY BE INCREASED WHEN CHEMICAL ADMIXTURES ARE USED; PROVIDED THAT THE ADMIXTURE TREATED CONCRETE HAD THE SAME OR LOWER WATER-CEMENT RATIO AND DOES NOT EXHIBIT SEGREGATION POTENTIAL OR EXCESSIVE BLEEDING. CONCRETE MIXES SHALL BE PROPORTIONED TO ACHIEVE A MAXIMUM SLUMP OF 8" FOR CONCRETE CONTAINING HIGH RANGE WATER REDUCING ADMIXTURE AND 6" FOR CONCRETE CONTAINING A MID-RANGE WATER REDUCING ADMIXTURE. MIXES SHALL HAVE A WATER SLUMP OF 2"-3" (3" TO 4" FOR CONCRETE RECEIVING A "DRY-SHAKE" HARDENER). MAXIMUM OF 4" WATER SLUMP FOR ALL OTHER CONCRETE OR HIGHER SLUMPS MAY BE CONSIDERED AS LONG AS THEY ARE ACHIEVED THROUGH THE USE OF APPROPRIATE ADMIXTURE USAGE. (D) HIGH EARLY STRENGTH CONCRETE TO BE SUPPLIED ONLY WHEN APPROVED BY KWIK TRIP. (E) FOR COLD WEATHER CONDITIONS, SPECIFIED MINIMUM REPLACEMENT OF PORTLAND CEMENT MAY BE REDUCED BY UP TO 50% WITH PERMISSION OF OWNER. (F) CONCRETE SUPPLIER AND FINISHER SHALL COORDINATE APPROXIMATE SET TIMES OF PROPOSED MIX DESIGN UNDER VARIOUS WEATHER CONDITIONS AND ADJUST MIX DESIGN AS NECESSARY TO ASSURE SET TIME IS ACCEPTABLE TO COMPLETE PLACING AND FINISHING OF SLAB IN A TIMELY MANNER. FOR COLD WEATHER CONCRETE, NON-CHLORIDE SET ACCELERATING ADMIXTURES MAY BE USED UPON APPROVAL OF ENGINEER. FOR HOT WEATHER CONCRETE SET RETARDING ADMIXTURES MAY BE USED UPON APPROVAL OF ENGINEER. DIVISION 31 EARTH WORK 31 10 00 SITE CLEARING A. CONTRACTOR SHALL CALL DIGGER'S HOT LINE AND CONDUCT A PRIVATE UTILITY LOCATE AS REQUIRED TO ENSURE THAT ALL UTILITIES HAVE BEEN LOCATED BEFORE STARTING SITE DEMOLITION. DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES BETWEEN PLAN AND FIELD CONDITIONS PRIOR TO CONSTRUCTION. B. CONTRACTOR TO FIELD TELEVISE ALL EXISTING SANITARY AND STORM LATERALS THAT ARE SCHEDULED TO BE RE-USED AND/OR CONNECTED TO ON SITE AT TIME OF DEMOLITION. THE TELEVISING SHALL BE COMPLETED TO ENSURE THE EXISTING LATERAL(S) ARE FREE OF OBSTRUCTIONS AND IN SOUND STRUCTURAL CONDITION. TELEVISING OF THESE LATERAL(S) SHOULD BE COMPLETED AT BEGINNING OF CONSTRUCTION AND DESIGN ENGINEER SHALL BE NOTIFIED OF ANY PIPE OBSTRUCTIONS AND/OR STRUCTURAL DEFICIENCIES IMMEDIATELY AFTER COMPLETION OF FIELD TELEVISING. C. DEMOLITION PLAN IS AN OVERVIEW OF DEMOLITION TO TAKE PLACE ON SITE. CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS PRIOR TO BIDDING. CONTRACTOR SHALL REMOVE, REPLACE, OR DEMOLISH ALL ITEMS AS NEEDED DURING CONSTRUCTION. D. CONTRACTOR TO PROTECT EXISTING IMPROVEMENTS THAT ARE SCHEDULED TO REMAIN. ANY DAMAGE TO EXISTING FACILITIES SHALL BE REPLACED AT CONTRACTORS EXPENSE. E. ALL CONCRETE NOTED TO BE REMOVED SHALL BE REMOVED TO THE NEAREST CONTROL JOINT. 31 20 00 EARTH MOVING A. CONTRACTOR SHALL CALL DIGGER'S HOT LINE AND CONDUCT A PRIVATE UTILITY LOCATE AS REQUIRED TO ENSURE THAT ALL UTILITIES HAVE BEEN LOCATED BEFORE STARTING EXCAVATION. DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES BETWEEN PLAN AND FIELD CONDITIONS PRIOR TO CONSTRUCTION. B. PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR ALL EXCAVATION, GRADING, FILL AND BACKFILL WORK AS REQUIRED TO COMPLETE THE GENERAL CONSTRUCTION WORK. ALL EXCAVATION AND BACKFILL FOR ELECTRICALS AND MECHANICALS ARE THE RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR UNLESS OTHERWISE SPECIFIED IN THE BID DOCUMENTS. C. ALL ORGANIC TOPSOIL INSIDE THE BUILDING AREA, UNDER PAVED AREAS, AND AT SITE FILL AREAS SHALL BE REMOVED. PROOF ROLL SUBGRADES BEFORE PLACING FILL WITH HEAVY PNEUMATIC-TIRED EQUIPMENT, SUCH AS A FULLY-LOADED TANDEM AXLE DUMP TRUCK, TO IDENTIFY SOFT POCKETS AND AREAS OF EXCESS YIELDING. CONTRACTOR SHALL VERIFY TOPSOIL DEPTHS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REVIEW AND FOLLOW THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT AND ACCOUNT FOR EXISTING CONDITIONS PRIOR TO SUBMITTING BID FOR THE PROJECT. EXCESS MATERIALS SHALL BE REMOVED FROM THE SITE UNLESS OTHERWISE DIRECTED IN THE PLANS OR BY LOCAL ZONING REQUIREMENTS. D. PLACE AND COMPACT FILL MATERIAL IN LAYERS TO REQUIRED ELEVATIONS. UNIFORMLY MOISTEN OR AERATE SUBGRADE AND EACH SUBSEQUENT FILL OR BACKFILL LAYER BEFORE COMPACTION AS RECOMMENDED TO ACHIEVE SPECIFIED DRY DENSITY. REMOVE AND REPLACE, OR SCARIFY AND AIR DRY, OTHERWISE SATISFACTORY SOIL MATERIAL THAT IS TOO WET TO COMPACT TO SPECIFIED DRY DENSITY. E. PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 8" IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4" IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HAND-OPERATED TAMPERS. F. COMPACT THE SOIL TO NOT LESS THAN THE FOLLOWING PERCENTAGES OF MAXIMUM DRY DENSITY ACCORDING TO ASTM D 698, STANDARD PROCTOR TEST. FILL MAY NOT BE PLACED ON FROZEN GROUND AND NO FROZEN MATERIALS MAY BE USED FOR BACK FILL. APPLY THE MORE STRINGENT REQUIREMENTS WHEN COMPARING BETWEEN THE FOLLOWING AND THE GEOTECHNICAL REPORT. 1. UNDER FOUNDATIONS - SUBGRADE, AND EACH LAYER OF BACKFILL OR FILL MATERIAL, TO NOT LESS THAN 98 PERCENT. 2. UNDER INTERIOR SLAB-ON-GRADE WHERE GROUNDWATER IS MORE THAN 3 FEET BELOW THE SLAB - PLACE A DRAINAGE COURSE LAYER OF 3/4" CRUSHED STONE, WITH 5% TO 12% FINES, PER THICKNESS INDICATED ON FOUNDATION PLANS ON PREPARED SUBGRADE. COMPACT THE SUBGRADE AND DRAINAGE COURSE TO NOT LESS THAN 95 PERCENT. 3. UNDER INTERIOR SLAB-ON-GRADE WHERE GROUNDWATER IS WITHIN 3 FEET OF THE SLAB SURFACE- PLACE A DRAINAGE COURSE LAYER OF CLEAN 3/4" CRUSHED STONE, WITH NO MORE THAN 5% FINES, PER THICKNESS INDICATED ON FOUNDATION PLANS ON PREPARED SUBGRADE. COMPACT THE SUBGRADE AND DRAINAGE COURSE TO NOT LESS THAN 95 PERCENT. 4. UNDER EXTERIOR CONCRETE AND ASPHALT PAVEMENTS - COMPACT THE SUBGRADE AND EACH LAYER OF BACKFILL OR FILL MATERIAL TO NOT LESS THAN 95 PERCENT. 5. UNDER WALKWAYS - COMPACT SUBGRADE AND EACH LAYER OF BACKFILL OR FILL MATERIAL TO NOT LESS THAN 95 PERCENT. 6. UNDER LAWN OR UNPAVED AREAS - COMPACT SUBGRADE AND EACH LAYER OF BACKFILL OR FILL MATERIAL, TO NOT LESS THAN 85 PERCENT. G. CONTRACTOR SHALL ENGAGE A QUALIFIED INDEPENDENT TESTING AND INSPECTING AGENCY TO PERFORM FIELD TESTS AND INSPECTIONS. CONTRACTOR SHALL PROVIDE DOCUMENTATION OF PASSING DENSITY TESTING AND PROOF-ROLLING TO ENGINEER UPON COMPLETION. IT IS SUGGESTED THAT THE GEOTECHNICAL FIRM USED TO PERFORM THE SUBSURFACE SOIL INVESTIGATION BE ENGAGED FOR THE FIELD QUALITY CONTROL TESTS. H. ALLOW THE TESTING AGENCY TO TEST AND INSPECT SUBGRADES AND EACH FILL OR BACKFILL LAYER. PROCEED WITH SUBSEQUENT EARTHWORK ONLY AFTER TEST RESULTS FOR PREVIOUSLY COMPLETED WORK COMPLY WITH REQUIREMENTS. PROVIDE ONE TEST FOR EVERY 2000 SQUARE FEET OF PAVED AREA OR BUILDING SLAB, ONE TEST FOR EACH SPREAD FOOTING, AND ONE TEST FOR EVERY 50 LINEAR FEET OF WALL STRIP FOOTING. I. WHEN THE TESTING AGENCY REPORTS THAT SUBGRADES, FILLS, OR BACKFILLS HAVE NOT ACHIEVED DEGREE OF COMPACTION SPECIFIED, SCARIFY AND MOISTEN OR AERATE, OR REMOVE AND REPLACE SOIL TO DEPTH REQUIRED; RECOMPACT AND RETEST UNTIL SPECIFIED COMPACTION IS OBTAINED. J. THE BUILDING SITE SHALL BE GRADED TO PROVIDE DRAINAGE AWAY FROM THE BUILDING AS INDICATED ON THE PLANS. SITE EARTHWORK SHALL BE GRADED TO WITHIN 0.10' OF REQUIRED EARTHWORK ELEVATIONS ASSUMING POSITIVE DRAINAGE IS MAINTAINED IN ACCORDANCE WITH THE GRADING PLAN. 31 30 00 EROSION CONTROL A. THE GRADING PLAN REFLECTS LESS THAN 1 ACRE OF DISTURBED AREA. THE SITE IS THEREFORE EXEMPT FROM WISCONSIN DEPARTMENT OF NATURAL RESOURCES NR 216 NOTICE OF INTENT REQUIREMENTS. THE DESIGN ENGINEER SHALL PREPARE AN EROSION CONTROL PLAN TO MEET NR 151.105 CONSTRUCTION SITE PERFORMANCE STANDARDS FOR NON-PERMITTED SITES. B. EROSION AND SEDIMENT CONTROL IMPLEMENTED DURING CONSTRUCTION SHALL STRICTLY COMPLY WITH THE GUIDELINES AND REQUIREMENTS SET FORTH IN WISCONSIN ADMINISTRATIVE CODE (W.A.C.) NR 151, THE STATE OF WISCONSIN DEPARTMENT OF NATURAL RESOURCES RUNOFF MANAGEMENT PERFORMANCE STANDARDS. TECHNICAL STANDARDS PUBLISHED BY THE WISCONSIN DNR SHALL ALSO BE UTILIZED TO IMPLEMENT THE REQUIRED PERFORMANCE STANDARDS. THE METHODS AND TYPES OF EROSION CONTROL WILL BE DEPENDENT ON THE LOCATION AND TYPE OF WORK INVOLVED. ALL SEDIMENT CONTROL MEASURES SHALL BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION, AND INSTALLED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL. BELOW IS A LIST OF EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES TO ACHIEVE THE PERFORMANCE STANDARDS REQUIRED. 1. SILT FENCE SHALL BE PLACED ON SITE AT LOCATIONS SHOWN ON THE EROSION CONTROL PLAN. SILT FENCE SHALL ALSO BE PROVIDED AROUND THE PERIMETER OF ALL SOIL STOCKPILES THAT WILL EXIST FOR MORE THAN 7 DAYS. FOLLOW PROCEDURES FOUND IN WISCONSIN DNR TECHNICAL STANDARD 1056 (CURRENT EDITION). 2. STORM DRAIN INLET PROTECTION SHALL BE PROVIDED FOR ALL NEW AND DOWNSTREAM STORM CATCH BASINS AND CURB INLETS. TYPE B OR C PROTECTION SHOULD BE PROVIDED AND SHALL BE IN CONFORMANCE WITH WISCONSIN DNR TECHNICAL STANDARD 1060 (CURRENT EDITION). 3. DUST CONTROL MEASURES SHALL BE PROVIDED TO REDUCE OR PREVENT THE SURFACE AND AIR TRANSPORT OF DUST DURING CONSTRUCTION. CONTROL MEASURES INCLUDE APPLYING MULCH AND ESTABLISHING VEGETATION, WATER SPRAYING, SURFACE ROUGHENING, APPLYING POLYMERS, SPRAY-ON TACKIFIERS, CHLORIDES, AND BARRIERS. SOME SITES MAY REQUIRE AN APPROACH THAT UTILIZES A COMBINATION OF MEASURES FOR DUST CONTROL. FOLLOW PROCEDURES FOUND IN WISCONSIN DNR TECHNICAL STANDARD 1068 (CURRENT EDITION). 4. THE USE, STORAGE, AND DISPOSAL OF CHEMICALS, CEMENT, AND OTHER COMPOUNDS AND MATERIALS USED ON SITE SHALL BE MANAGED DURING THE CONSTRUCTION PERIOD TO PREVENT THEIR TRANSPORT BY RUNOFF INTO WATERS OF THE STATE. 5. CONTRACTOR SHALL PROVIDE AN OPEN AGGREGATE CONCRETE TRUCK WASHOUT AREA ON SITE. CONTRACTOR TO ENSURE THAT CONCRETE WASHOUT SHALL BE CONTAINED TO THIS DESIGNATED AREA AND NOT BE ALLOWED TO RUN INTO STORM INLETS OR INTO THE OVERLAND STORMWATER DRAINAGE SYSTEM. WASHOUT AREA SHALL BE REMOVED UPON COMPLETION OF CONSTRUCTION. 6. TEMPORARY SITE RESTORATION SHALL TAKE PLACE IN DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE OR ON WHICH LAND DISTURBING ACTIVITIES WILL NOT BE PERFORMED FOR A PERIOD GREATER THAN 14 DAYS AND REQUIRES VEGETATIVE COVER FOR LESS THAN ONE YEAR. THIS TEMPORARY SITE RESTORATION REQUIREMENT ALSO APPLIES TO SOIL STOCKPILES THAT EXIST FOR MORE THAN 7 DAYS. PERMANENT RESTORATION APPLIES TO AREAS WHERE PERENNIAL VEGETATIVE COVER IS NEEDED TO PERMANENTLY STABILIZE AREAS OF EXPOSED SOIL. PERMANENT STABILIZATION SHALL OCCUR WITHIN 3 WORKING DAYS OF FINAL GRADING. TOPSOIL, SEED, AND MULCH SHALL BE IN GENERAL CONFORMANCE WITH TECHNICAL STANDARDS 1058 AND 1059 AND SHALL MEET THE SPECIFICATIONS FOUND IN THE LANDSCAPING AND SITE STABILIZATION SECTION OF THIS CONSTRUCTION DOCUMENT. ANY SOIL EROSION THAT OCCURS AFTER FINAL GRADING AND/OR FINAL STABILIZATION MUST BE REPAIRED AND THE STABILIZATION WORK REDONE. 7. 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 WORKING DAY. DUST CONTROL REQUIREMENTS SHALL BE FOLLOWED PER WI DNR TECHNICAL STANDARD 1068 (CURRENT EDITION). FLUSHING SHALL NOT BE ALLOWED. C. ALL EROSION CONTROL DEVICES SHALL AT A MINIMUM BE INSPECTED EVERY 7 CALENDAR DAYS OR EVERY 14 DAYS AND WITHIN 24 HOURS OF THE END OF A RAIN EVENT OF 0.5" OR MORE. MAINTENANCE SHALL BE PERFORMED PER WISCONSIN ADMINISTRATIVE CODE (W.A.C.) NR 151 STORMWATER MANAGEMENT TECHNICAL STANDARD REQUIREMENTS. D. EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL THE AREA(S) SERVED HAVE ESTABLISHED VEGETATIVE COVER. E. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL EROSION CONTROL PERMITS. DIVISION 32 EXTERIOR IMPROVEMENTS 32 10 00 CONCRETE AND AGGREGATE BASE A. CONTRACTOR TO PROVIDE CRUSHED AGGREGATE BASE AND CONCRETE WHERE INDICATED ON THE PLANS. B. ALL AGGREGATE PROVIDED MUST COMPLY WITH SECTION 305 OF THE WISCONSIN STANDARD SPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION. ALL AGGREGATE PLACED MUST BE COMPACTED TO AN AVERAGE DENSITY PER WISCONSIN STANDARD SPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION. C. DESIGN AND CONSTRUCTION OF ALL CAST-IN-PLACE EXTERIOR CONCRETE FLAT WORK SHALL CONFORM TO ACI 330R-08 & ACI 318-08. D. EXTERIOR CONCRETE FLAT WORK CONSTRUCTION TO BE PROVIDED PER MORE STRINGENT REQUIREMENTS OF THE GEOTECHNICAL REPORT OR THIS SPECIFICATION. CONCRETE FLAT WORK CONSTRUCTION IS AS FOLLOWS: 1. SIDEWALK CONCRETE - 4” OF CONCRETE OVER 6” OF 3/4” CRUSHED AGGREGATE BASE. a. CONCRETE SHALL BE REINFORCED AS FOLLOWS: 1) REINFORCEMENT SHALL MEET THE STANDARDS OF ASTM A-615, “SPECIFICATION FOR DEFORMED AND PLAIN BILLET-STEEL BARS FOR CONCRETE REINFORCEMENT”. 2) CONCRETE SHALL UTILIZE #3 BAR 3' ON-CENTER FOR DEPTHS UP TO 6” AND #4 BAR 3' ON-CENTER FOR CONCRETE OVER 6” IN DEPTH. 3) BAR: DEFORMED, EXCEPT THAT PLAIN BARS MAY BE USED FOR SPIRALS. 4) MAIN REINFORCING BARS, OTHER BARS NOT LISTED ABOVE: GRADE 60 b. CONTRACTION JOINTS SHALL CONSIST OF 1/8” WIDE BY 1” DEEP TOOLED JOINT WHERE INDICATED ON THE PLANS. 2. LIGHT DUTY CONCRETE (PASSENGER CAR TRAFFIC) - 6” OF CONCRETE OVER 12” OF 3/4” CRUSHED AGGREGATE. a. CONCRETE SHALL BE STEEL REINFORCED AS FOLLOWS: 5) REINFORCEMENT SHALL MEET THE STANDARDS OF ASTM A-615, “SPECIFICATION FOR DEFORMED AND PLAIN BILLET-STEEL BARS FOR CONCRETE REINFORCEMENT”. 6) CONCRETE SHALL UTILIZE #3 BAR 3' ON-CENTER FOR DEPTHS UP TO 6” AND #4 BAR 3' ON-CENTER FOR CONCRETE OVER 6” IN DEPTH. 7) BAR: DEFORMED, EXCEPT THAT PLAIN BARS MAY BE USED FOR SPIRALS. 8) MAIN REINFORCING BARS, OTHER BARS NOT LISTED ABOVE: GRADE 60 9) TIE BARS AT OUTERMOST CONTRACTION JOINT (FIRST JOINT FROM EDGE OR AT CURB JOINT) AROUND PERIMETER OF CONCRETE. TIE BARS SHALL BE #4 REBAR 24” LONG PLACED AT 30” O.C. 10)TYPICAL POUR CONTROL JOINT - POUR CONTROL JOINT SHALL BE PROVIDED WITH 1/4” X 4-1/2” X 4-1/4” DIAMOND SHAPED TAPERED PLATE DOWELS MANUFACTURED PER ASTM A36. INSTALL PER MANUFACTURERS SPECIFICATIONS. b. LIGHT DUTY CONCRETE JOINTING SHALL BE AS FOLLOWS: 1) CONTRACTION JOINTS SHALL BE SAWCUT 1.5” IN DEPTH AND BE SPACED A MAXIMUM OF 12.5' ON CENTER E. CONCRETE ACCESSORIES TO BE USED AS FOLLOWS. USE OF ACCESSORIES OTHER THAN LISTED REQUIRES OWNER APPROVAL: 4. EXPANSION JOINT FILLER: NON-EXTRUDING RESILIENT BITUMINOUS TYPE, ASTM D 1751. 5. CURING COMPOUND: ASTM C 309 TYPE 1 (ACCEPTABLE PRODUCTS ARE SPEC CHEM ECO-CURE OR EUCLID CHEMICAL TAMMSCUREWB) 6. CURING AND SEALING COMPOUND: ASTM C1315, TYPE 1, CLASS B AND C WITH A MAXIMUM OF 700 GRAMS PER LITER OF VOC'S (WATER BASED ACRYLIC). ACCEPTABLE PRODUCTS ARE TK PRODUCTS TRI-COTE 26UV/EUCLID CHEMICAL SUPER DIAMOND CLEAR) 7. BOND BREAKER: 4 MIL POLYETHYLENE FILM OR 15# BUILDING PAPER. F. DESIGN MIXES SHALL BE IN ACCORDANCE WITH ASTM C94 5. STRENGTH TO BE MINIMUM OF 4,500 PSI AT 28 DAYS FOR EXTERIOR CONCRETE. 6. ALL CONCRETE SUBJECT TO FREEZING AND THAWING SHALL HAVE A MAXIMUM WATER/CEMENTITIOUS RATIO OF 0.45 (4500 PSI AT 28 DAYS OR MORE). ALL STEEL REINFORCED CONCRETE SUBJECTED TO BRACKISH WATER, SALT SPRAY OR DEICERS SHALL HAVE A MAXIMUM WATER/CEMENTITIOUS RATIO OF 0.40 (5000 PSI AT 28 DAYS OR MORE). 7. SLUMP SHALL NOT EXCEED 4” FOR EXTERIOR CONCRETE FLAT WORK 8. SLUMP SHALL BE 2.5” OR LESS FOR SLIP-FORMED CURB AND GUTTER 9. SLUMP SHALL BE BETWEEN 1.5” TO 3” FOR NON SLIP-FORMED CURB AND GUTTER. 10. ALL CONCRETE EXPOSED TO FREEZING AND THAWING AND/OR REQUIRED TO BE WATERTIGHT SHALL HAVE AN AIR CONTENT OF 4.5% TO 7.5%. AIR CONTENT SHALL BE MEASURED AT POINT OF PLACEMENT IN ALL MEMBERS (AFTER PUMPING IF APPLICABLE). NO OTHER ADMIXTURES SHALL BE USED WITHOUT APPROVAL FROM EXCEL ENGINEERING, INC. & KWIK TRIP'S ENGINEERING TEAM. CALCIUM CHLORIDE SHALL NOT BE USED. 11.READY-MIXED CONCRETE: ASTM C-94, EXCEPT WHERE “CONCRETE MIX DESIGN SCHEDULE TABLE” IS MORE RESTRICTIVE. SEE CONCRETE MIX DESIGN SCHEDULE IN THE PLANSET. G. VERIFY EQUIPMENT CONCRETE PAD SIZES WITH CONTRACTOR REQUIRING PAD. PADS SHALL HAVE FIBERMESH 300 FIBERS AT A RATE OF 1.5 LBS/CU. YD. OR 6 X 6-W1.4 X W1.4 WELDED WIRE MESH WITH MINIMUM 1 INCH COVER. EQUIPMENT PADS SHALL BE 5.5 INCHES THICK WITH 1 INCH CHAMFER UNLESS SPECIFIED OTHERWISE. COORDINATE ADDITIONAL PAD REQUIREMENTS WITH RESPECTIVE CONTRACTOR. H. ALL CONCRETE FLAT WORK SURFACES AND CONCRETE CURB FLOWLINES SHALL BE CONSTRUCTED TO WITHIN 0.05' OF DESIGN SURFACE AND FLOWLINE GRADES ASSUMING POSITIVE DRAINAGE IS MAINTAINED IN ACCORDANCE WITH THE DESIGN PLANS. I. CONCRETE FLAT WORK SHALL HAVE CONSTRUCTION JOINTS OR SAW CUT JOINTS PLACED AS INDICATED ON THE PLANS OR PER THIS SPECIFICATION. SAWCUTS SHALL BE DONE AS SOON AS POSSIBLE, BUT NO LATER THAN 24 HOURS AFTER CONCRETE IS PLACED. CONCRETE CURB AND GUTTER JOINTING SHALL BE PLACED EVERY 10' OR CLOSER (6' MIN.). IF CONCRETE PAVEMENT IS ADJACENT TO CONCRETE CURB, JOINTING IN THE PAVEMENT AND CURB SHALL ALIGN. ALL EXTERIOR CONCRETE SHALL HAVE A BROOM FINISH UNLESS NOTED OTHERWISE. A UNIFORM COAT OF A HIGH SOLIDS CURING COMPOUND MEETING ASTM C309 SHALL BE APPLIED TO ALL EXPOSED CONCRETE SURFACES. ALL CONCRETE IS TO BE CURED FOR 7 DAYS. EXTERIOR CONCRETE SHALL BE SEPARATED FROM BUILDINGS WITH CONTINUOUS 0.5 INCH FIBER EXPANSION JOINT AND/OR 0.25 INCH FIBER EXPANSION JOINT AT DECORATIVE MASONRY UNITS. J. ALL REINFORCING BARS SHALL BE ASTM A615 GRADE 60. THICKNESS OF CONCRETE COVER OVER REINFORCEMENT SHALL BE NOT LESS THAN 3” WHERE CONCRETE IS DEPOSITED AGAINST THE GROUND WITHOUT THE USE OF FORMS AND NOT LESS THAN 1.5” FOR UP TO #5 BARS AND 2” FOR #6 TO #10 BARS IN ALL OTHER LOCATIONS. ALL REINFORCING SHALL BE LAPPED 48 DIAMETERS FOR UP TO #6 BARS, 62 DIAMETERS FOR #7 TO #9 BARS, 68 DIAMETERS FOR #10 BARS OR AS NOTED ON THE DRAWINGS AND EXTENDED AROUND CORNERS WITH CORNER BARS. PLACING AND DETAILING OF STEEL REINFORCING AND REINFORCING SUPPORTS SHALL BE IN ACCORDANCE WITH CRSI AND ACI MANUAL AND STANDARD PRACTICES. THE REINFORCEMENT SHALL NOT BE PAINTED AND MUST BE FREE OF GREASE/OIL, DIRT OR DEEP RUST WHEN PLACED IN THE WORK. ALL WELDED WIRE FABRIC SHALL MEET THE REQUIREMENTS OF ASTM A 1064. WELDED WIRE FABRIC SHALL BE PLACED 2” FROM TOP OF SLAB, UNLESS INDICATED OTHERWISE. K. CONTRACTOR SHALL ENGAGE A QUALIFIED INDEPENDENT TESTING AND INSPECTING AGENCY TO SAMPLE MATERIALS, PERFORM TESTS, AND SUBMIT TEST REPORTS DURING CONCRETE PLACEMENT. TESTS WILL BE PERFORMED ACCORDING TO ACI 301. CAST AND LABORATORY CURE ONE SET OF FOUR STANDARD CYLINDERS FOR EACH COMPOSITE SAMPLE FOR EACH DAY'S POUR OF EACH CONCRETE MIX EXCEEDING 5 CU. YD., BUT LESS THAN 25 CU. YD., PLUS ONE SET FOR EACH ADDITIONAL 50 CU. YD. OR FRACTION THEREOF. PERFORM COMPRESSIVE-STRENGTH TESTS ACCORDING TO ASTM C 39. TEST TWO SPECIMENS AT 7 DAYS AND TWO SPECIMENS AT 28 DAYS. PERFORM SLUMP TESTING ACCORDING TO ASTM C 143. PROVIDE ONE TEST AT POINT OF PLACEMENT FOR EACH COMPOSITE SAMPLE, BUT NOT LESS THAN ONE TEST FOR EACH DAY'S POUR OF EACH CONCRETE MIX. PERFORM ADDITIONAL TESTS WHEN CONCRETE CONSISTENCY APPEARS TO CHANGE. L. PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. IN HOT, DRY, AND WINDY WEATHER, APPLY AN EVAPORATION-CONTROL COMPOUND ACCORDING TO MANUFACTURER'S INSTRUCTIONS AFTER SCREEDING AND BULL FLOATING, BUT BEFORE POWER FLOATING AND TROWELLING. M. TEST RESULTS WILL BE REPORTED IN WRITING TO THE DESIGN ENGINEER, READY-MIX PRODUCER, AND CONTRACTOR WITHIN 24 HOURS AFTER TESTS. REPORTS OF COMPRESSIVE STRENGTH TESTS SHALL CONTAIN THE PROJECT IDENTIFICATION NAME AND NUMBER, DATE OF CONCRETE PLACEMENT, NAME OF CONCRETE TESTING SERVICE, CONCRETE TYPE AND CLASS, LOCATION OF CONCRETE BATCH ON SITE, DESIGN COMPRESSIVE STRENGTH AT 28 DAYS, CONCRETE MIX PROPORTIONS AND MATERIALS, COMPRESSIVE BREAKING STRENGTH, AND TYPE OF BREAK FOR BOTH 7-DAY TESTS AND 28-DAY TESTS. N. CONTRACTOR TO PROVIDE 4” WIDE YELLOW PAINTED STRIPING FOR PARKING STALLS, TRAFFIC LANES, AND NO PARKING AREAS. YELLOW PAINT MARKINGS SHALL ALSO BE PROVIDED FOR H.C. ACCESSIBLE SYMBOLS, TRAFFIC ARROWS, AND TRAFFIC MESSAGES. 32 30 00 LANDSCAPING AND SITE STABILIZATION A. TOPSOIL: CONTRACTOR TO PROVIDE A MINIMUM OF 6” OF TOPSOIL FOR ALL DISTURBED OPEN AREAS, OTHER THAN A LANDSCAPE ISLANDS SHALL BE PROVIDED WITH A MINIMUM OF 10” OF TOPSOIL. REUSE SURFACE SOIL STOCKPILED ON SITE AND SUPPLEMENT WITH IMPORTED OR MANUFACTURED TOPSOIL FROM OFF SITE SOURCES WHEN QUANTITIES ARE INSUFFICIENT. EXCAVATOR SHALL BE RESPONSIBLE FOR ROUGH PLACEMENT OF TOPSOIL TO WITHIN 1” OF FINAL GRADE PRIOR TO LANDSCAPER FINAL GRADING. LANDSCAPER TO PROVIDE PULVERIZING AND FINAL GRADING OF TOPSOIL. PROVIDE SOIL ANALYSIS BY A QUALIFIED SOIL TESTING LABORATORY AS REQUIRED TO VERIFY THE SUITABILITY OF SOIL TO BE USED AS TOPSOIL AND TO DETERMINE THE NECESSARY SOIL AMENDMENTS. TEST SOIL FOR PRESENCE OF ATRAZINE AND INFORM EXCEL ENGINEERING, INC. IF PRESENT PRIOR TO BIDDING PROJECT. TOPSOIL SHALL HAVE A PH RANGE OF 5.5 TO 8, CONTAIN A MINIMUM OF 5 PERCENT ORGANIC MATERIAL CONTENT, AND SHALL BE FREE OF STONES 1 INCH OR LARGER IN DIAMETER. ALL MATERIALS HARMFUL TO PLANT GROWTH SHALL ALSO BE REMOVED. TOPSOIL INSTALLATION: LOOSEN SUBGRADE TO A MINIMUM DEPTH OF 6 INCHES AND REMOVE STONES LARGER THAN 1” IN DIAMETER. ALSO REMOVE ANY STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND DISPOSE OF THEM OFF THE PROPERTY. SPREAD TOPSOIL TO A DEPTH OF 6” BUT NOT LESS THAN WHAT IS REQUIRED TO MEET FINISHED GRADES AFTER LIGHT ROLLING AND NATURAL SETTLEMENT. DO NOT SPREAD TOPSOIL IF SUBGRADE IS FROZEN, MUDDY, OR EXCESSIVELY WET. GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFACE PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO WITHIN 0.05 FEET OF FINISHED GRADE ELEVATION. B. SEEDED LAWNS: 1. PERMANENT LAWN AREAS SHALL BE SEEDED WITH THE FOLLOWING MIXTURE: 65% KENTUCKY BLUEGRASS BLEND (2.0-2.6 LBS./1,000 S.F.), 20% PERENNIAL RYEGRASS (0.6-0.8 LBS./1,000 S.F.), 15% FINE FESCUE (0.4-0.6 LBS/1,000 S.F.). STRAW AND MULCH SHALL BE LAID AT 100LBS/1,000 S.F. FERTILIZE AS PER SOIL TEST OR APPLY 5-10-10 OR EQUIVALENT AT 5-6 LBS/1,000 S.F. SEE EROSION MATTING SPECIFICATIONS AS REQUIRED. ALL SITE DISTURBED AREAS NOT DESIGNATED FOR OTHER LANDSCAPING AND SITE STABILIZATION METHODS SHALL BE SEEDED AS PERMANENT LAWN. NO BARE TOPSOIL SHALL BE LEFT ONSITE. FOLLOW PROCEDURES FOUND IN WDNR TECHNICAL STANDARDS 1058 & 1059. 2. ALL PERMANENT AND TEMPORARY STORM WATER CONVEYANCE SWALE BOTTOMS AND SIDE SLOPES SHALL BE SEEDED WITH THE FOLLOWING MIXTURE: 45% KENTUCKY BLUEGRASS (0.60 LBS./1000 S.F.), 40% CREEPING RED FESCUE (0.50 LBS./1,000 S.F.), AND 15% PERENNIAL RYEGRASS (0.20 LBS./1,000 S.F.). FERTILIZE AS PER SOIL TEST OR APPLY 5-10-10 OR EQUIVALENT AT 5-6 LBS./1,000 S.F. SEE EROSION MATTING SPECIFICATIONS AS REQUIRED. FOLLOW PROCEDURES FOUND IN WDNR TECHNICAL STANDARDS 1058 & 1059. 3. ALL TEMPORARY SEEDING SHALL CONSIST OF THE FOLLOWING MIXTURE: 100% RYEGRASS AT 1.9 LBS./1,000 S.F. STRAW AND MULCH SHALL BE LAID AT 100 LBS./1,000 S.F. FERTILIZE AS PER SOIL TEST OR APPLY 5-10-10 OR EQUIVALENT AT 5-6 LBS./1,000 S.F. SEE EROSION MATTING SPECIFICATIONS AS REQUIRED. FOLLOW PROCEDURES FOUND IN WDNR TECHNICAL STANDARDS 1058 & 1059. C. SEEDED LAWN MAINTENANCE: CONTRACTOR TO PROVIDE MAINTENANCE OF ALL LANDSCAPING FOR A PERIOD OF 90 DAYS FROM THE DATE OF INSTALLATION. AT THE END OF THE MAINTENANCE PERIOD, A HEALTHY, UNIFORM, CLOSE STAND OF GRASS SHOULD BE ESTABLISHED FREE OF WEEDS AND SURFACE IRREGULARITIES. LAWN COVERAGE SHOULD EXCEED 90% AND BARE SPOTS SHOULD NOT EXCEED 5”X5”. CONTRACTOR SHOULD REESTABLISH LAWNS THAT DO NOT COMPLY WITH THESE REQUIREMENTS AND CONTINUE MAINTENANCE UNTIL LAWNS ARE SATISFACTORY. DIVISION 33 UTILITIES 33 10 00 SITE UTILITIES A. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES ON SITE. CONTRACTOR TO VERIFY PIPE LOCATIONS, SIZES, AND DEPTHS AT POINT OF PROPOSED CONNECTIONS AND VERIFY PROPOSED UTILITY ROUTES ARE CLEAR (PER CODE) OF ALL EXISTING UTILITIES AND OTHER OBSTRUCTIONS PRIOR TO CONSTRUCTION. COSTS INCURRED FOR FAILURE TO DO SO SHALL BE THE CONTRACTORS RESPONSIBILITY. B. CONTRACTOR TO FIELD TELEVISE ALL EXISTING SANITARY AND STORM LATERALS THAT ARE SCHEDULED TO BE RE-USED AND/OR CONNECTED TO ON SITE. THE TELEVISING SHALL BE COMPLETED TO ENSURE THE EXISTING LATERAL(S) ARE FREE OF OBSTRUCTIONS AND IN SOUND STRUCTURAL CONDITION. TELEVISING OF THESE LATERAL(S) SHOULD BE COMPLETED AT BEGINNING OF CONSTRUCTION AND DESIGN ENGINEER SHALL BE NOTIFIED OF ANY PIPE OBSTRUCTIONS AND/OR STRUCTURAL DEFICIENCIES IMMEDIATELY AFTER COMPLETION OF FIELD TELEVISING C. ALL SANITARY PIPE SHALL BE IN ACCORDANCE WITH MATERIALS SPECIFIED IN TABLE A: ALLOWABLE PIPE MATERIAL SCHEDULE. ALL SANITARY PIPE BELOW PROPOSED & FUTURE BUILDINGS SHALL BE IN ACCORDANCE WITH MATERIALS SPECIFIED IN TABLE A: ALLOWABLE PIPE MATERIAL. INSULATION SHALL BE PROVIDED PER STATE PLUMBING CODES AS NECESSARY BASED ON PROPOSED DEPTH PER PLANS. D. CLEANOUTS SHALL BE PROVIDED FOR THE SANITARY & STORM SERVICES AT LOCATIONS INDICATED ON THE UTILITY PLAN. THE CLEANOUT SHALL CONSIST OF A COMBINATION WYE FITTING IN LINE WITH THE SANITARY/STORM SERVICE WITH THE CLEANOUT LEG OF THE COMBINATION WYE FACING STRAIGHT UP. THE CLEANOUT SHALL CONSIST OF A (4” OR 6”) VERTICAL PVC PIPE WITH A WATER TIGHT REMOVABLE CLEANOUT PLUG. AN 8” PVC FROST SLEEVE SHALL BE PROVIDED. THE BOTTOM OF THE FROST SLEEVE SHALL TERMINATE 12” ABOVE THE TOP OF THE SANITARY LATERAL OR AT LEAST 6” BELOW THE PREDICTED FROST DEPTH, WHICHEVER IS SHALLOWER. THE CLEANOUT SHALL EXTEND JUST ABOVE THE SURFACE GRADE IN LAWN OR LANDSCAPE AREAS WITH THE FROST SLEEVE TERMINATING AT THE GRADE SURFACE. THE CLEANOUT SHALL EXTEND TO 4 INCHES BELOW SURFACE GRADE IN PAVED SURFACES WITH A ZURN (Z-1474-N) HEAVY DUTY CLEANOUT HOUSING PLACED OVER THE TOP OF THE CLEANOUT FLUSH WITH THE SURFACE GRADE. IN PAVED SURFACES, THE FROST SLEEVE SHALL TERMINATE IN A CONCRETE PAD AT LEAST 6” THICK AND EXTENDING AT LEAST 9” FROM THE SLEEVE ON ALL SIDES, SLOPING AWAY FROM THE SLEEVE. THE CLEANOUT HOUSING SHALL BE CONSTRUCTED PER MANUFACTURERS REQUIREMENTS. E. ALL PROPOSED WATER PIPE SHALL BE IN ACCORDANCE WITH MATERIALS SPECIFIED IN TABLE A: ALLOWABLE PIPE MATERIAL SCHEDULE. 6' MINIMUM COVER SHALL BE PROVIDED OVER ALL WATER PIPING UNLESS OTHERWISE SPECIFIED. F. SANITARY, STORM, AND WATER UTILITY PIPE INVERTS SHALL BE CONSTRUCTED WITHIN 0.10' OF DESIGN INVERT ELEVATIONS ASSUMING PIPE SLOPE AND SEPARATION IS MAINTAINED PER THE UTILITY DESIGN PLANS AND STATE REQUIREMENTS. G. SITE UTILITY CONTRACTOR SHALL RUN SANITARY SERVICE TO A POINT WHICH IS A MAXIMUM OF 5' FROM THE EXTERIOR WALL OF THE FOUNDATION. SITE UTILITY CONTRACTOR SHALL RUN STORM SEWER FOR INTERNALLY DRAINED BUILDINGS TO A POINT WHICH IS A MAXIMUM OF 5' FROM THE EXTERIOR WALL OF THE FOUNDATION. SITE UTILITY CONTRACTOR SHALL RUN DOWNSPOUT LEADS TO BUILDING FOUNDATION AND UP 6” ABOVE SURFACE GRADE FOR CONNECTION TO DOWNSPOUT FOR ALL DOWNSPOUT TO RISER (DSR) CONNECTIONS. DOWNSPOUTS TO GRADE (DSG) SHALL BE PROVIDED WITH SPLASH BLOCKS AT THE DISCHARGE LOCATION. ALL DOWNSPOUT LOCATIONS SHOULD BE VERIFIED WITH ARCHITECTURAL PLANS AND DOWNSPOUT CONTRACTOR/GC PRIOR TO INSTALLATION OF DOWNSPOUT LEADS. DOWNSPOUT LEADS SHALL NOT UNDERMINE BUILDING FOUNDATIONS. SITE UTILITY CONTRACTOR SHALL RUN WATER SERVICE TO A POINT WITHIN THE FOUNDATION SPECIFIED BY THE PLUMBING PLANS. CONTRACTOR TO CUT AND CAP WATER SERVICE 12” ABOVE FINISHED FLOOR ELEVATION. H. ALL UTILITIES SHALL BE INSTALLED WITH PLASTIC COATED TRACER WIRE (10 TO 14 GAUGE SOLID COPPER, OR COPPER COATED STEEL WIRE). PLASTIC WIRE MAY BE TAPED TO PLASTIC WATER OR SEWER PIPE. IF ATTACHED, THE TRACER WIRE SHALL BE SECURED EVERY 6 TO 20 FEET AND AT ALL BENDS. TRACER WIRE SHALL HAVE ACCESS POINTS AT LEAST EVERY 300 FEET. TRACER WIRE SHALL TERMINATE IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS AT GRADE OR IN TERMINATION BOX PER LOCAL/STATE REQUIREMENTS. I. ALL UTILITIES SHALL BE INSTALLED PER STATE, LOCAL, AND INDUSTRY STANDARDS. WATER, SANITARY, AND STORM SEWER SHALL BE INSTALLED PER "STANDARD SPECIFICATION FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN". THE EXCEL ENGINEERING DESIGN ENGINEER SHALL BE RESPONSIBLE FOR OBTAINING STATE PLUMBING REVIEW APPROVAL (IF REQUIRED). THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL OTHER PERMITS REQUIRED TO INSTALL WATER, SANITARY SEWER. J. SEE PLANS FOR ALL OTHER UTILITY SPECIFICATIONS AND DETAILS. C.T.H "K" S.T.H "60" (EAST SUMNER ST.) AA B C D E F ARCHITECTS ● ENGINEERS ● SURVEYORS PROJECT INFORMATION PROFESSIONAL SEAL COLLABORATION Always aBetter Plan 100 Camelot Drive Fond Du Lac, WI 54935 Phone: (920) 926-9800 www.EXCELENGINEER.com SHEET NUMBER JOB NUMBER 260005700 PROPOSED ADDITION FOR: KWIK TRIP #655 1411 E. SUMNER STREET ● HARTFORD, WI 53027 SHEET DATES SHEET ISSUE REVISIONS PERMIT SET C020 CIVIL EXISTING SITE AND DEMOLITION PLAN MAY 12, 2026 20' 0 20' 40' SCALE: 1"= 20' NORTH KEYNOTES SAWCUT AND REMOVE PAVEMENT REMOVE PORTION OF RETAINING WALL REMOVE TREE REMOVE MECHANICAL EQUIPMENT (SEE HVAC PLANS) SAWCUT AND REMOVE CURB REMOVE PORTION OF SANITARY LINE A B C D E F PROPOSED VESTIBULE 60 S.F. CIVIL F.F.= 1012.20 ARCH F.F.= 100'-0" 15' BUILDING SETBACK 15' BUILDING SETBACK 10' BUILDING/ PAVEMENT SETBACK 25' BUILDING SETBACK 10' PAVEMENT SETBACK 10' PAVEMENT SETBACK 10' PAVEMENT SETBACK C.T.H "K" S.T.H "60" (EAST SUMNER ST.) 11 1 1 2 (TYP. OF 2) 3 (TYP. OF 5) 4 PROPOSED BUILDING ADDITION 1,918 S.F. CIVIL F.F.= 1012.20 ARCH F.F.= 100'-0" 2 3 ARCHITECTS ● ENGINEERS ● SURVEYORS PROJECT INFORMATION PROFESSIONAL SEAL COLLABORATION Always aBetter Plan 100 Camelot Drive Fond Du Lac, WI 54935 Phone: (920) 926-9800 www.EXCELENGINEER.com SHEET NUMBER JOB NUMBER 260005700 PROPOSED ADDITION FOR: KWIK TRIP #655 1411 E. SUMNER STREET ● HARTFORD, WI 53027 SHEET DATES SHEET ISSUE REVISIONS PERMIT SET C100 CIVIL SITE PLAN MAY 12, 2026 20' 0 20' 40' SCALE: 1"= 20' LEGEND: HATCH PAVEMENT SECTION SIDEWALK CONCRETE LIGHT DUTY CONCRETE 18" CURB & GUTTER (SEE DETAIL) SITE INFORMATION: PROPERTY AREA: 65,971 S.F. (1.51 ACRES). EXISTING ZONING: B-3 GENERAL BUSINESS PROPOSED ZONING: B-3 GENERAL BUSINESS PROPOSED USE: GAS STATION/ C-STORE AREA OF SITE DISTURBANCE: 4,804 S.F. (0.11 ACRES) SETBACKS: BUILDING: STREET(NORTH) = 15' STREET(EAST) = 15' SIDE(WEST) = 10' REAR(SOUTH) = 25' PAVEMENT: STREET(NORTH) = 10' STREET(EAST) = 10' SIDE(WEST) = 10' REAR(SOUTH) = 10' PROPOSED BUILDING HEIGHT: 19' (MAX. HEIGHT ALLOWED: 35') PARKING REQUIRED: 1 SPACE PER 250 GFA OF RETAIL SALES (15 SPACES REQ.) 1 SPACE PER EMPLOYEE ON LARGEST SHIFT (8 SPACES REQ.) TOTAL REQUIRED= 23 SPACES PARKING PROVIDED: 18 STALLS + 20 FUELING SPACES (38 TOTAL) (1 H.C. ACCESSIBLE) HANDICAP STALLS REQUIRED: 1, HANDICAP STALLS PROVIDED: 1 LANDSCAPE REQUIREMENTS: MIN. LANDSCAPE SURFACE RATIO: 25% (30% PROVIDED) EXISTING SITE DATA AREA (AC) AREA (SF) RATIO BUILDING FLOOR AREA 0.11 4,824 7.3% PAVEMENT (ASP. & CONC.) 0.90 39,026 59.2% TOTAL IMPERVIOUS 1.01 43,850 66.5% LANDSCAPE/ OPEN SPACE 0.51 22,121 33.5% PROJECT SITE 1.51 65,971 100.0% PROPOSED SITE DATA AREA (AC) AREA (SF) RATIO BUILDING FLOOR AREA 0.16 6,802 10.3% PAVEMENT (ASP. & CONC.) 0.90 39,326 59.6% TOTAL IMPERVIOUS 1.06 46,128 69.9% LANDSCAPE/ OPEN SPACE 0.46 19,843 30.1% PROJECT SITE 1.51 65,971 100.0% NORTH KEYNOTES CONCRETE STOOP (SEE STRUCTURAL PLANS FOR DETAILS) FLUSH WALK (SEE DETAIL) 6" CONCRETE BOLLARDS (TYP.) (SEE ARCH PLANS FOR DETAILS & FINAL LOCATION) 112' OF RETAINING WALL (DETAILS BY WALL PROVIDER) (MATCH EXISTING) 1 2 3 4 PROPOSED VESTIBULE 60 S.F. CIVIL F.F.= 1012.20 ARCH F.F.= 100'-0" C.T.H "K" S.T.H "60" (EAST SUMNER ST.) 1012.20 1012.201012.201012.20 1012.20 EG 1011.92 EG PROPOSED BUILDING ADDITION 1,918 S.F. CIVIL F.F.= 1012.20 ARCH F.F.= 100'-0" 1012.20 EG1012.20 EG 1012.20 1012.00 1012.97 TC EG 1012.47 FL EG 1011.66 EG 1012.13 1012.10 1012.03 1011.50 1014.00 1011.50 1013 1014 1015 1013 1012 1011 1014 1011 EC 1 EC 1 EC 2 ARCHITECTS ● ENGINEERS ● SURVEYORS PROJECT INFORMATION PROFESSIONAL SEAL COLLABORATION Always aBetter Plan 100 Camelot Drive Fond Du Lac, WI 54935 Phone: (920) 926-9800 www.EXCELENGINEER.com SHEET NUMBER JOB NUMBER 260005700 PROPOSED ADDITION FOR: KWIK TRIP #655 1411 E. SUMNER STREET ● HARTFORD, WI 53027 SHEET DATES SHEET ISSUE REVISIONS PERMIT SET C200 CIVIL GRADING AND EROSION CONTROL PLAN MAY 12, 2026 20' 0 20' 40' SCALE: 1"= 20' KEYNOTES SILT FENCE DITCH CHECK (TYP.) EC 1 EC 2 GENERAL NOTES: · ALL SIDEWALKS SHALL NOT EXCEED A MAXIMUM CROSS SLOPE OF 1.50% AND RUNNING SLOPE OF 4.50% UNLESS OTHERWISE SPECIFIED. · CONTRACTOR SHALL PROVIDE CONCRETE WASHOUT AS REQUIRED PER CODE. FINAL LOCATION TBD BY CONTRACTOR. · CONTRACTOR SHALL PROVIDE TEMPORARY INLET PROTECTION FOR ALL CURB INLETS & CATCH BASINS ONSITE & OFFSITE IMMEDIATELY DOWNSTREAM OF THE PROJECT SITE PER LOCAL CODE. NORTH PROPOSED VESTIBULE 60 S.F. CIVIL F.F.= 1012.20 ARCH F.F.= 100'-0" C.T.H "K" S.T.H "60" (EAST SUMNER ST.) PROPOSED BUILDING ADDITION 1,918 S.F. CIVIL F.F.= 1012.20 ARCH F.F.= 100'-0" 1013 1014 1015 1013 1012 1011 1014 1011 EC 1 EC 1 EC 2 ARCHITECTS ● ENGINEERS ● SURVEYORS PROJECT INFORMATION PROFESSIONAL SEAL COLLABORATION Always aBetter Plan 100 Camelot Drive Fond Du Lac, WI 54935 Phone: (920) 926-9800 www.EXCELENGINEER.com SHEET NUMBER JOB NUMBER 260005700 PROPOSED ADDITION FOR: KWIK TRIP #655 1411 E. SUMNER STREET ● HARTFORD, WI 53027 SHEET DATES SHEET ISSUE REVISIONS PERMIT SET C201 CIVIL ADA PLAN MAY 12, 2026 20' 0 20' 40' SCALE: 1"= 20' NORTH ADA ACCESS TO STORE/ GAS PUMP 2.4% PROPOSED VESTIBULE 60 S.F. CIVIL F.F.= 1012.20 ARCH F.F.= 100'-0" C.T.H "K" S.T.H "60" (EAST SUMNER ST.) PROPOSED BUILDING ADDITION 1,918 S.F. CIVIL F.F.= 1012.20 ARCH F.F.= 100'-0" 1013 1014 1015 1013 1012 1011 1014 1011 IE=1006.37 IE=1005.77 PRIOR TO CONSTRUCTION CONTRACTOR TO FIELD VERIFY SIZE, DEPTH AND LOCATION OF EXISTING LINE ASSUMED IE=1005.57 SANITARY PIPE 1 10' OF 4" PVC @ 2% SANITARY PIPE 2 13' OF 4" PVC @ 2% PROPOSED GREASE INTERCEPTOR (SEE PLUMBING PLANS FOR DETAIL) RIM=1012.47 IE W=1008.64 IE E=1007.89 SANITARY PIPE 3 7' OF 4" PVC @ 2% W/ (1) 45° BEND ASSUMED IE=1005.50 IE=1008.15 ARCHITECTS ● ENGINEERS ● SURVEYORS PROJECT INFORMATION PROFESSIONAL SEAL COLLABORATION Always aBetter Plan 100 Camelot Drive Fond Du Lac, WI 54935 Phone: (920) 926-9800 www.EXCELENGINEER.com SHEET NUMBER JOB NUMBER 260005700 PROPOSED ADDITION FOR: KWIK TRIP #655 1411 E. SUMNER STREET ● HARTFORD, WI 53027 SHEET DATES SHEET ISSUE REVISIONS PERMIT SET C400 CIVIL UTILITY PLAN MAY 12, 2026 20' 0 20' 40' SCALE: 1"= 20' NORTH ARCHITECTS ● ENGINEERS ● SURVEYORS PROJECT INFORMATION PROFESSIONAL SEAL COLLABORATION Always aBetter Plan 100 Camelot Drive Fond Du Lac, WI 54935 Phone: (920) 926-9800 www.EXCELENGINEER.com SHEET NUMBER JOB NUMBER 260005700 PROPOSED ADDITION FOR: KWIK TRIP #655 1411 E. SUMNER STREET ● HARTFORD, WI 53027 SHEET DATES SHEET ISSUE REVISIONS PERMIT SET C500 CIVIL DETAILS MAY 12, 2026 INLET PROTECTION DETAIL NOT TO SCALE ROCK BAG 6" MIN PLACE ROCK BAGS TIGHTLY AGAINST EACH OTHER TO PREVENT VOIDS STAGGER JOINTS BETWEEN ADJACENT ROWS OF BAGS VARIES ROCK BAG DITCH CHECK 6" MIN DITCH CHECK, MATERIAL FROM WISDOT EROSION CONTROL PAL STAKES, PER MANUFACTURER'S SPECIFICATIONS ENTRENCH PRODUCTS 2 INCHES IN DISTURBED GROUND. NO ENTRENCHMENT REQUIRED ON VEGETATED OR FROZEN GROUND. PROVIDE CONTINUOUS GROUND CONTACT. LOG-TYPE DITCH CHECK VARIES REMOVE SEDIMENT WHENEVER IT REACHES 1 2 OF THE INSTALLED DITCH CHECK HEIGHT. REMOVE SEDIMENT WHENEVER IT REACHES 1 2 OF THE INSTALLED DITCH CHECK HEIGHT. FILL BAGS WITH AGGREGATE CONFORMING TO THE FOLLOWING GRADATION (WISDOT NO. 1 COARSE AGGREGATE) BAGS SHALL HAVE A MINIMUM IN-PLACE FILLED SIZE OF 18 INCHES LONG BY 12 INCHES WIDE BY 6 INCHES HIGH PROVIDE BAGS MADE OF HIGH-DENSITY POLYETHYLENE OR GEOTEXTILE FABRIC 2-INCH 1 1 2"-INCH 1-INCH 3 4"-INCH 3 8"-INCH No. 4 No. 8 SIEVE PERCENT PASSING BY WEIGHT - - 100 90-100 20-55 0-10 0-5 DITCH CHECK DETAIL NO SCALE FLUSH WALK DETAIL 18" CONCRETE CURB & GUTTER DETAIL NO SCALE INVERTED SHEDDINGNOTE #1 CRUSHED AGGREGATE BASE COURSE XXX.XX TC FLXXX.XX 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.6 1.5 2.0 2.5 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.4 1.7 7.1 10.6 10.2 8.8 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.8 0.9 0.9 0.9 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.5 1.9 6.2 8.0 7.7 6.5 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.8 1.9 2.8 2.7 2.7 1.9 1.6 1.5 1.1 0.7 0.4 0.3 0.4 1.0 1.8 1.6 1.3 1.3 0.1 0.1 0.1 0.1 0.2 0.3 0.5 1.3 3.5 6.1 6.5 6.8 4.9 4.6 4.5 3.0 1.6 0.8 0.4 0.3 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.7 1.8 5.4 10.1 13.0 16.6 12.8 12.5 13.5 7.7 3.2 1.3 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.4 0.8 2.4 7.3 14.2 20.8 31.5 24.4 23.7 27.4 14.2 5.0 1.9 0.7 0.3 0.2 0.1 0.1 0.1 0.1 0.5 0.3 0.3 0.5 0.8 0.5 0.9 2.8 9.0 17.9 26.1 38.3 29.8 28.7 32.6 17.4 6.3 2.3 0.9 0.4 0.2 0.1 0.1 0.1 0.1 0.9 3.3 3.1 3.3 3.6 4.8 1.2 1.1 3.2 10.3 20.5 28.5 40.0 31.3 29.8 33.5 18.5 7.0 2.6 1.0 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.7 3.5 2.8 1.6 3.6 11.1 21.6 29.7 33.0 31.1 35.5 19.6 7.4 2.8 1.0 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.5 2.4 2.0 1.5 3.7 11.2 21.7 29.6 41.2 32.5 30.2 34.1 19.4 7.5 2.9 1.1 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 1.9 1.8 1.4 3.7 11.0 21.8 29.4 41.9 33.5 30.7 35.3 20.3 7.7 3.0 1.1 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.3 2.5 1.8 1.3 3.6 10.7 21.6 29.3 42.2 33.8 30.7 35.4 20.6 7.9 3.0 1.1 0.5 0.2 0.1 0.1 0.1 0.1 0.2 1.4 6.4 1.8 1.2 3.4 10.4 21.3 28.9 40.9 33.4 30.0 34.7 20.7 8.0 3.1 1.1 0.5 0.2 0.1 0.1 0.1 0.1 0.2 0.5 2.1 1.9 1.1 3.1 10.0 20.8 28.6 41.8 34.4 30.5 36.1 21.4 8.1 3.1 1.1 0.5 0.2 0.1 0.1 0.1 0.1 0.2 0.3 1.5 2.6 1.1 2.8 9.1 19.4 27.1 39.3 32.9 29.0 34.1 20.8 8.0 3.0 1.1 0.4 0.2 0.1 0.1 0.1 0.1 0.2 1.2 3.0 0.9 2.4 7.8 16.9 23.9 36.9 31.8 27.7 33.3 20.4 7.5 2.7 1.0 0.4 0.2 0.1 0.1 0.1 0.1 1.0 1.8 0.8 2.0 6.3 13.4 18.9 30.5 26.5 22.7 27.6 16.8 6.1 2.2 0.8 0.3 0.2 0.1 0.1 0.5 1.1 0.6 1.6 4.7 9.5 12.5 16.8 14.0 11.9 13.2 8.6 3.7 1.5 0.6 0.3 0.1 0.1 0.1 0.4 0.6 1.3 3.2 5.9 6.6 7.1 5.2 4.5 4.4 3.2 1.7 0.8 0.4 0.2 0.1 0.1 0.4 0.7 1.6 2.5 3.1 2.8 2.8 2.1 1.6 1.5 1.2 0.7 0.4 0.2 0.1 0.1 0.3 1.1 3.6 4.3 2.4 0.9 0.9 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.3 1.2 6.7 10.3 4.1 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.2 1.3 7.6 9.9 2.5 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 1.8 8.1 10.5 1.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.4 1.8 5.1 5.6 0.2 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 42.5 EX. @ 16' EX. @ 16' EX. @ 16' EX. @ 16' EX. @ 16' EX. @ 16' EX. @ 16' EX. @ 16' EX. @ 16' EX. @ 16' EX. @ 16' EX. @ 16' EX. @ 16' EX. @ 16' EX. @ 16' EX. @ 16' EX. @ 16' EX. @ 16' EX. @ 16' EX. @ 16' EX. @ 14' EX. @ 10' EX. @ 10' EX. @ 10' EX. @ 10' EX. @ 10' EX. @ 10' EX. @ 10' EX. @ 10' EX. @ 10' EX. @ 10' EX. @ 10' EX. @ 10' EX. @ 10' EX. @ 10' EX. @ 10' EX. @ 10' EX. @ 10' EX. @ 10' EX. @ 10' EX. @ 10' EX. @ 10' EX. @ 10' EX. @ 10' EX. @ 10' EX. @ 10' EX. @ 10' EX. @ 10' EX. @ 10' EX. @ 10' EX. @ 14' Statistics Description Avg Symbol Max Min Max/Min Avg/Min OVERALL SITE 4.1 fc 42.5 fc 0.0 fc N/A N/A Schedule Symbol Label Quantity Manufacturer Catalog Number Number Lamps Lumens Per Lamp Wattage EX. 10 EXISTING EXISTING 1 14960 102 EX. 10 EXISTING EXISTING 1 23102 188 EX. 29 EXISTING EXISTING 1 9298 68.24 EX. 2 EXISTING EXISTING 1 10932 135 PROPOSED VESTIBULE 60 S.F. CIVIL F.F.= 1012.20 ARCH F.F.= 100'-0" C.T.H "K" S.T.H "60" (EAST SUMNER ST.) PROPOSED BUILDING ADDITION 1,918 S.F. CIVIL F.F.= 1012.20 ARCH F.F.= 100'-0" 1013 1014 1015 1013 1012 1011 1014 1011 ARCHITECTS ● ENGINEERS ● SURVEYORS PROJECT INFORMATION PROFESSIONAL SEAL COLLABORATION Always aBetter Plan 100 Camelot Drive Fond Du Lac, WI 54935 Phone: (920) 926-9800 www.EXCELENGINEER.com SHEET NUMBER JOB NUMBER 260005700 PROPOSED ADDITION FOR: KWIK TRIP #655 1411 E. SUMNER STREET ● HARTFORD, WI 53027 SHEET DATES SHEET ISSUE REVISIONS PERMIT SET C700 CIVIL LANDSCAPE AND RESTORATION PLAN MAY 12, 2026 20' 0 20' 40' SCALE: 1"= 20' NORTH GENERAL NOTES: · SEE SHEET C002 FOR LANDSCAPE SPECIFICATIONS. · ALL BARE DISTURBED SOIL OUTSIDE OF MULCH/ROCK AREAS TO BE SEEDED. HATCH KEY: HATCH LANDSCAPE MATERIAL ORGANIC MULCH SEEDED LAWN PLANTS PROVIDED LANDSCAPING CALCULATIONS ZONE FOUNDATION REQ. PLANTS 124/100 x 40 = 49.6 POINTS SYMBOL COMMON NAME BOTANICAL NAME PLANT SCHEDULE QUANTITY PLANTED SIZE ROOT 5 CONT.5 GAL.Dream Cloud Lilac Syringa patula 'KLMone' 5 5 GAL. CONT.Everlow Yew Taxus x media 'Everlow' DECIDUOUS SHRUBS EVERGREEN SHRUBS 40 POINTS PER 100 LF OF BUILDING FOUNDATION 50 POINTS POINTS 5 5 POINTS 25 25 TOTAL Daily News: June 5, 2026 June 12, 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 June 23, 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 sections of the Chapter 52, Hartford Municipal Zoning Code: Amend Appendix B, Land Use Descriptions and Supplemental Standards, Section § 16.05 (B) to require the Mobile food establishment to be 500 feet from the primary customer entrance of an existing restaurant on another lot. Amend Appendix A, Land Use Table, Section § 10.06 Contractor yard to be a Permitted land use by right within the M-1, Light Industrial District. Amend Appendix A, Land Use Table, Section § 15.04 Outdoor food and beverage service to be a Permitted land use by right within the B-3, General Business District and CC-3, Downtown Core District. The purpose of the public hearing is to hear those persons who wish to express their opinions for or against the requested Zoning Code Amendments. 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 20th Day of May, 2026 Shanna Kreilkamp City Clerk Mailings Sent to Clerk with 1000 Feet 5/18/26 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: 5/20/26 Ordinance No. ______ ORDINANCE TO AMEND CHAPTER 52: ZONING CODE, THROUGH THE REMOVAL AND ADDITION OF LANGUAGE UNDER SECTION § 16.05 OF APPENDIX B, LAND USE DESCRIPTIONS AND SUPPLEMENTAL STANDARDS The Common Council of the City of Hartford, Washington/Dodge Counties, Wisconsin, do ordain as follows: SECTION 1: Amend Section § 16.05 of Appendix B, Land Use Descriptions and Supplemental Standards through the removal and addition of language: * * * 16.05 Mobile food establishment Description: A motorized vehicle, moveable trailer, or a moveable, nonmotorized pushcart from which ready-to-eat food and drink are prepared and sold at retail on a private property (i.e., not in the public right- of-way). The term does not include a bicycle (two- or three-wheel) food cart. Vehicle Parking: No additional parking is required. Supplemental Standards: (A) Placement. A mobile food establishment must be located on or next to an existing parking lot. (B) Proximity to existing restaurant. A mobile food establishment may be located on a property with an existing restaurant. A mobile food establishment must be located more than 300 feet from the primary customer entrance of an existing restaurant on another lot. shall be allowed to sell merchandise in the following locations: 1. within 500 feet from any competing permanent merchant’s property, including, but not limited to, the sale of any food or beverage within 500 feet of a public park in which concessions are sold, unless: a. approved in writing by said competitor; b. The transient merchant is part of a community event and has been approved for operations by the organizers of the community event. 2. on City property, including, but not limited to, City parks, without prior written approval of the City, which may be given by the applicable Department Head. (C) Vehicle type. The motor vehicle must be licensed by the state of Wisconsin and may be either self - propelled or towed by another vehicle. (D) Pushcart specifications. A pushcart must comply with current NSF/ANSI 59 standards. (E) Licensing . The business operation must comply with all food licensing requirements established by Dodge or Washington counties and the state of Wisconsin. (F) Signage. Signage is not allowed aside from signage that is part of the motor vehicle, trailer, or pushcart. Flags, pennants, and banners are specifically prohibited. (G) Seating. On-site seating for patrons is not allowed. (H) Overnight storage. A motor vehicle, trailer, or pushcart may not be kept overnight on the same property where it is operated during the day. (I) Transient merchant license . If applicable, the operator must comply with ch. 33 of the municipal code relating to transient merchants. * * * 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: June 23, 2026 ADOPTED: June 23, 2026 Attest: ________________________________ Shanna Kreilkamp, City Clerk B-60 (B) Blasting event. An industry shall be allowed a maximum of ten (12) blasting events per calendar year. Any calendar day on which blasting is performed shall constitute one (1) blasting event. (C) Notification of Blasting. The industry that is creating a blasting event must publish a class one (1) public notice in the City’s paper of record, 10 days prior to each blasting event. The notice must also be sent to the City of Hartford’s City Clerk for notification 10 days prior to the blasting event. (D) Non-transferable: A conditional use permit for Industrial Blasting shall be non-transferable upon sale, transfer, lease, or exchange to a new property owner and/or business operator. (E) Additional regulations: Compliance with NFPA 495, Explosive Materials Code, 2013. (F) Exceptions: Non-industrial and non-metallic mining blasting regulated under § SPS 307, Wis. Admin. Code. 16.04 Livestock for vegetation management Description: Keeping of sheep and/or goats on a temporary basis for controlling undesirable plant species such as buckthorn, honeysuckle, invasive rose, garlic mustard, and reed canary grass. Supplemental Standards: (A) Vegetation management plan. A vegetation management plan must be submitted that describes (1) the areas to be treated; (2) the nature and extent of the plant species to be controlled; (3) the number of livestock being used; (4) the time periods when livestock will be used, not to exceed 30 days in a calendar year; (5) the type of fencing used, and (6) other operating characteristics . The City reserves the right to request a third -party review of the proposed management plan. (B) Buildings. No permanent buildings may be erected or installed on the subject property for housing the livestock. (C) Fencing. Fencing may be temporarily installed while livestock are kept on the subject property. 16.05 Mobile food establishment Description: A motorized vehicle, moveable trailer, or a moveable, nonmotorized pushcart from which ready-to-eat food and drink are prepared and sold at retail on a private property (i.e., not in the public right-of-way). The term does not include a bicycle (two - or three-wheel) food cart. Vehicle Parking: No additional parking is required. Supplemental Standards: (A) Placement. A mobile food establishment must be located on or next to an existing parking lot. (B) Proximity to existing restaurant. A mobile food establishment may be located on a property © Civic Webware with an existing restaurant. A mobile food establishment must be located more than 300 feet from the primary customer entrance of an existing restaurant on another lot. shall be allowed to sell merchandise in the following locations: 1. within 500 feet from any competing permanent merchant’s property, including, but not limited to the sale of any food or beverages within 500 feet of a public park in which concessions are sold unless: a. approved in writing by said competitor; b. The transient merchant is part of a community event and has been approved for operations by the organizers of the community event. 2. on City property, including, but not limited to, City parks, without prior written approval of the City, which may be given by the applicable Department Head. (C) Vehicle type. The motor vehicle must be licensed by the state of Wisconsin and may be either self-propelled or towed by another vehicle. (D) Pushcart specifications. A pushcart must comply with current NSF/ANSI 59 standards. (E) Licensing. The business operation must comply with all food licensing requirements established by Dodge or Washington counties and the state of Wisconsin. (F) Signage. Signage is not allowed aside from signage that is part of the motor vehicle, trailer, or pushcart. Flags, pennants, and banners are specifically prohibited. (G) Seating. On-site seating for patrons is not allowed. (H) Overnight storage. A motor vehicle, trailer, or pushcart may not be kept overnight on the same property where it is operated during the day. (I) Transient merchant license. If applicable, the operator must comply with ch. 33 of the municipal code relating to transient merchants. Ordinance No. ______ ORDINANCE TO AMEND CHAPTER 52: ZONING CODE, THROUGH THE REMOVAL AND ADDITION OF LANGUAGE UNDER SECTION § 10.06 OF APPENDIX A, LAND USE TABLE The Common Council of the City of Hartford, Washington/Dodge Counties, Wisconsin, do ordain as follows: SECTION 1: Amend Section § 10.06 of Appendix A, Land Use Table through the removal and addition of language: * * * 10.06 Contractor yard C P P AR,SP * * * 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: June 23, 2026 ADOPTED: June 23, 2026 Attest: ________________________________ Shanna Kreilkamp, City Clerk A-3 Series Land Use Residential Commercial City Center Manufacturing Special Purpose Secondary Review R-1 R-2 R-3 R-4 R-7 R-8 B-1 B-2 B-3 B-8 B-9 CC-1 CC-2 CC-3 M-1 M-2 AE I-1 P-1 A-1 C-1 SP-1 7.12 House museum C C C C C C C C SP 7.13 Place of worship C P P C C C P AR,SP 7.14 Public safety facility C P P C C C C C P AR,SP 7.15 School, K -12 C C P AR,SP 8 Transportation 8.01 Airport P AR,SP 8.02 Park and ride lot C C C C C C SP 8.03 Parking structure C C C C AR,SP 8.04 Railroad P SP 8.05 Transit center C C P C P P C C AR,SP 8.06 Truck terminal P C C AR,SP 9 Telecommunications and Utilities 9.01 Battery energy storage system P P C AR,SP 9.02 Communications exchange P P P P AR,SP 9.03 Public utility office and yard C P C AR,SP 9.04 Solar power plant C C P C P SP 9.05 Stormwater management facility P P P P P P P P P P P P P P P P P P P P C SP 9.06 Telecommunication, Class 1 collocation and new tower TFR TFR TFR TFR TFR TFR TFR TFR TFR TFR TFR TFR TFR TFR 9.07 Telecommunication, Class 2 collocation P P P P P P P P P P P P P P P P P P P P P P ZP 9.08 Utility installation, major C C C P P C C C SP 9.09 Utility installation, minor P P P P P P P P P P P P P P P P P P P P P P ZP 10 Industrial & Manufacturing 10.01 Alcoholic beverage production, Type 1 P P AR,SP 10.02 Alcoholic beverage production, Type 2 C C P C P C AR,SP 10.03 Alcoholic beverage production, Type 3 P P AR,SP 10.04 Artisan shop C C P C P P C AR,SP 10.05 Construction equipment sales and service C P C AR,SP 10.06 Contractor yard C P P AR,SP 10.07 Cryptocurrency mine C C C AR,SP 10.08 Data center P P P AR,SP 10.09 General repair C C P C C C C C AR,SP 10.10 Makers space C C P C C C P C C AR,SP 10.11 Manufacturing P P C AR,SP 10.12 Recycling center C P C AR,SP 11 Storage 11.01 Bus storage facility C P C AR,SP 11.02 Dry boat storage C P AR,SP 11.03 Personal storage facility P P C AR,SP 11.04 Warehouse P P C AR,SP 12 Agriculture & Resource -Based Uses Ordinance No. ______ ORDINANCE TO AMEND CHAPTER 52: ZONING CODE, THROUGH THE REMOVAL AND ADDITION OF LANGUAGE UNDER SECTION § 15.04 OF APPENDIX A, LAND USE TABLE The Common Council of the City of Hartford, Washington/Dodge Counties, Wisconsin, do ordain as follows: SECTION 1: Amend Section § 15.04 of Appendix A, Land Use Table through the removal and addition of language: * * * * * * 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: June 23, 2026 ADOPTED: June 23, 2026 Attest: ________________________________ Shanna Kreilkamp, City Clerk 15.04 Outdoor food and beverage service C C C P C C C C P SP A-5 Series Land Use Residential Commercial City Center Manufacturing Special Purpose Secondary Review R-1 R-2 R-3 R-4 R-7 R-8 B-1 B-2 B-3 B-8 B-9 CC-1 CC-2 CC-3 M-1 M-2 AE I-1 P-1 A-1 C-1 SP-1 15.01 Accessory building, non-residential P P P P P P P P P AR,SP 15.02 Drive-through window C C C C C AR,SP 15.03 Hospital helistop C C SP 15.04 Outdoor food and beverage service C C C P C C C C P SP 15.05 Outdoor play area C C C SP 15.06 Parking lot C C C P P C C SP 15.07 Rooftop greenhouse C C P C P C C P C P AR,SP 16 Temporary Uses 16.01 Construction office C C C C C C C C C C C C ZP 16.02 Farmers market P ZP 16.03 Industrial blasting C C 16.04 Livestock for vegetation management P P P P P P P P P P P ZP 16.05 Mobile food establishment C C C P P C C C C C C ZP 16.06 Model home C C C C C ZP 16.07 Party tent P P P P P P P P P P P P P P P P 16.08 Portable storage container P P P P P P P P P P P P P ZP 16.09 Rummage sale P P P P P P P 16.10 Sale of vehicles and recreational equipment C C C C C C P 16.11 Seasonal retail sales C C P C ZP 16.12 Sidewalk café C C SP 16.13 Topsoil removal and sale C C C SP 16.14 Wind test tower P P P P P P P P P P P P P P P P P P P P P 17 Msc. 17.01 Common area amenity AR,SP K ey for Zoning Districts R-1 Single-Family Residential; R-2 Low Density Mixed Residential; R-3 Medium Density Mixed Residential; R-4 High Density Mixed Residential; R-7 Mobile Home Park; R-8 Planned Mixed Residential; CC-1 Mixed-Residential - Historic Lot; CC- 2 Downtown Transition; CC-3 Downtown Core; B-1 Neighborhood Business; B-2 Community Business; B-3 General Business; B-7 Planned Business Center; B-8 Planned Business Center - Satellite Lots; M-1 Light Industrial; M-2 General Industrial; AE Aviation Enterprise; I-1 Institutional; P-1 Park and Recreation; SP-1 Railroad; C-1 Conservancy K ey for Primary Reviews P Permitted subject to any secondary review procedures C Conditional use subject to any secondary review procedures. See below if (1) the parcel is nonconforming, (2) a nonconforming use is currently on the parcel, or (3) there is already a conditional use on the parcel. TFR This use is subject to the review procedures and requirements for Wireless Telecommunication Facilities in Article 5 (Specific Procedural Requirements). WES This use is subject to the review procedures and requirements for Wind Energy Systems in Article 5 (Specific Procedural Requirements). K ey for Secondary Reviews AR Architectural review (SPAR) SP Site Plan review (SPAR) ZP Zoning permit S pecial Reviews for Certain Conditional Uses (1) In the event a lot is classified as a nonconforming lot (e.g., lot area, lot width), all conditional uses are prohibited, unless the Plan Commission determines, on a case-by-case basis, that the nature of the nonconformity does not affect the appropriateness of the lot for the conditional use. Any such determination in the affirmative shall have no bearing on the Plan Commission’s decision on the conditional use application. (2) In the event a lot has a nonconforming use, all conditional uses are prohibited, unless the Plan Commission determines, on a case-by-case basis, that the nonconforming use and proposed conditional use are compatible. Any such determination in the affirmative shall have no bearing on the Plan Commission’s decision on the conditional use application. (3) In the event a lot has an approved conditional use, all other conditional uses are prohibited, unless the Plan Commission determines, on a case-by-case basis, that the existing and proposed conditional uses are compatible. Any such determination in the affirmative shall have no bearing on the Plan Commission’s decision on the conditional use application. Notes: • Any use that is not listed is prohibited, as set forth more fully in § 52.941. • The City will consider amendments to this appendix (and other parts of this chapter) consistent with the procedures and requirements for a code amendment in Article 5 (Specific Procedural Requirements).