Village Board — Agenda Packet

September 8, 2026 Village of Jackson - Village Board Meeting Agenda VILLAGE OF JACKSON VILLAGE BOARD MEETING AGENDA Tuesday, September 8, 2026 at 7:30 PM (Or immediately following Budget and Finance Committee meeting) Jackson Municipal Complex Village Board Room N168W19851 Main Street Jackson, WI 53037 1. Call to Order and Roll Call 2. Pledge of Allegiance 3. Public Hearings a. Conditional Use and Site Plan Review for N174W21370 Alcan Dr. - GIS Real Estate Holdings, LLC DBA Germantown Iron and Steel - to create a 10,000 sq. ft. exterior crane bay b. Conditional Use and Site Plan Review for W208N16900 N. Center Street for Washington County Sports Center DBA WCSC Gymnastics to operate within M-1 Limited Manufacturing zoning district c. Conditional Use and Site Plan Review for N172W21930 Caymus Court for Houseware Distributors, Inc. (HDI) to add approximately 30,000 sq. ft. with two loading docks and an overhead garage door 4. Village Citizen Comment on an Agenda Item (Please sign-in with the Clerk prior to speaking. Please note this is the Village Board's monthly business meeting, not a public hearing. People wishing to speak on an item on the agenda should present their comments under this agenda item. Each commenter will be limited to a total of 2 minutes.) 5. Consent Agenda a. Approval of Minutes for the Village Board Meeting of August 18, 2026 b. Resolution #26-27 - Accepting Funds from the Washington County Municipal Radio Grant Program c. Resolution #26-28 - Declaration of Official Intent to Reimburse Expenditures for Clean Water Fund Program (CWFP) Project d. Resolution #26-29 - Appreciation of Service to Russ Krueger - Jackson Fire Department e. Ordinance #26-11 - Amending Chapter 34 Solid Waste per Recommendation from Department of Natural Resources Concerning Recycling Requirements 6. Budget and Finance Committee a. Pay Request #3 - 2026 Street Improvement Projects - Eagle Drive, Hawthorn Drive, Aspen Drive, and Linden Drive - Vinton Construction in the amount of $660,355.00 b. Authorizing a Transfer of Police Impact Fee and Fire Impact Fee from Capital Projects Fund to Debt Service Fund c. Review Proposals for the 2026 Municipal Complex Lighting Project Page 1 of 104 September 8, 2026 Village of Jackson - Village Board Meeting Agenda 7. Plan Commission a. Conditional Use and Site Plan Review - N174 W21370 Alcan Drive - Germantown Iron and Steel b. Conditional Use and Site Plan Review – W208 N16900 N. Center Street – Washington County Sports Center Inc. d/b/a WCSC Gymnastics c. Conditional Use and Site Plan Review – N172 W21930 Caymus Court – Houseware Distributors, Inc. (HDI) 8. West Bend School District 9. Washington County Board Report 10. Greater Jackson Business Alliance 11. Mid-Moraine Municipal Association Report 12. Closed Session Pursuant to Wis. Stats. §19.85(1)(e) “deliberating or negotiating the purchasing of public properties, the investing of public funds, or conducting other specified public business, whenever competitive or bargaining reasons require a closed session.” The closed session is for the following purposes: a. To Discuss Development Agreement with West Bend School District 13. Reconvene in Open Session with Possible Action Related to the Subject of the Preceding Closed Session 14. Adjourn Persons with disabilities requiring special accommodations for attendance at the meeting should contact the Administration Department at the Jackson Municipal Complex at least one (1) business day prior to the meeting. It is possible that members of the Village Board may attend the above meeting. No action will be taken by any governmental body at this meeting other than the governmental body specifically referred to in this meeting notice. This notice is given so that members of the Village Board may attend the meeting without violating the open meeting law. Page 2 of 104 Taking the lead in Washington County. VILLAGE OF JACKSON WASHINGTON COUNTY, WISCONSIN Notice of Public Hearings PLEASE TAKE NOTICE: Notice is hereby given, pursuant to Section 19.84, Wis. Stats., and provisions of the Village of Jackson Code of ordinances, that the Village Board will conduct public hearings at 7:30 p.m. on Tuesday, September 8, 2026, at the Jackson Municipal Complex, located at N168W19851 Main Street, Jackson, WI, 53037 on: 1. Conditional Use and Site Plan Review for N174W21370 Alcan Drive for GIS Real Estate Holdings, LLC DBA Germantown Iron and Steel, to create a 10,000 square foot exterior crane bay 2. Conditional Use and Site Plan Review for W208N16900 N. Center Street for Washington County Sports Center, Inc. DBA WCSC Gymnastics to operate the proposed entity within the current M-1 Limited Manufacturing zoning district. 3. Conditional Use and Site Plan Review for N172W21930 Caymus Court for Houseware Distributors, Inc. (HDI) to add roughly 30,000 additional square feet, two additional loading docks and one overhead garage door. The hearings are open to the public and all interested parties are encouraged to attend the hearing and be heard. Requests from persons with disabilities who need assistance to participate in this meeting or hearings should be made to the Village Clerk’s Office with as much advanced notice as possible. A copy of the application and related materials are available for review by contacting the Zoning Director at 262-677-0707. You may also find a link of information on the Village Website (www.villageofjacksonwi.gov under Agendas & Minutes) Dated this 21st day of August 2026. Lisa Heiser Lisa Heiser Village Clerk - Village of Jackson N168W19851 Main Street Jackson, WI 53037 (262) 677-9001 Ext. 213 lisa.heiser@villageofjacksonwi.gov Posted: Friday, August 21, 2026 Published: Tuesday, August 25, 2026, and Tuesday, September 1, 2026 N168W19851 Main Street Jackson, WI 53037 Phone: 262-677-9001 Fax: 262-677-1710 www.villageofjacksowi.gov Page 3 of 104 August 18, 2026 Village of Jackson - Village Board Meeting Minutes Page 1 of 6 VILLAGE OF JACKSON VILLAGE BOARD MEETING Tuesday, August 18, 2026 at 7:30 PM Minutes 1. Call to Order and Roll Call The meeting was called to order at 7:30 PM by Pres. Heckendorf. Members Present: Pres. Heckendorf, Tr. Emmrich, Tr. Engelhardt, Tr. Kurtz, Tr. Olson, Tr. Schlenz and Tr. Wells Members Excused: None Members Absent: None Staff Present: Administrator Jen Heidtke, Inspections and Zoning Director Collin Johnson, Parks and Recreation Director Tyler Mentzel, Treasurer Jeff Hamers, Fire Chief Aaron Swaney, Police Chief Ryan Vossekuil, Officer Dan Oswald and Deputy Clerk Pamela Wolf 2. Pledge of Allegiance The Pledge of Allegiance was recited by those in attendance. 3. Presentations a. Presentation and Discussion - Review of 2027 Draft Budget, with Possible Discussion and Action Administrator Heidtke walked through the draft budget, highlighting several key points explaining changes and addressing any questions or concerns of the Board. b. 2026 Financial Management Plan Workshop #1 - Governmental Funds and Capital Project Financing - Ehlers Financial Advisors, with Possible Discussion and Action Brian Roemer from Ehlers presented an overview of the Financial Management Plan, outlining various scenarios involving tax levy increases and decreases, capital expenditures, fund balances and statutory requirements, after which, the Village Board directed Ehlers to present a 0% and a 3% tax increase scenarios for consideration. c. Update and Discussion Regarding the Proposed Countywide Emergency Medical Services (EMS) System President Heckendorf provided an updated regarding the meeting discussions, including areas of contention, compromises and negotiations and reviewed the current status of the proposed plan. 4. Public Hearings a. Ordinance #26-08 - Rezoning of Parcel V3_053300D from Planned Unit Development District (PUD) to R-6 Mixed Residential District Pres. Heckendorf opened the floor for the public hearing. Nobody present wished to speak. Pres. Heckendorf closed the public hearing. DRAFT Page 4 of 104 August 18, 2026 Village of Jackson - Village Board Meeting Minutes Page 2 of 6 5. Village Citizen Comment on an Agenda Item (Please sign-in with the Clerk prior to speaking. Please note this is the Village Board's monthly business meeting, not a public hearing. People wishing to speak on an item on the agenda should present their comments under this agenda item. Each commenter will be limited to a total of 2 minutes.) Kurt Meyers, N169W20178 Georgetown Drive, spoke regarding item 7D and expressed concern about spending tax dollars on improvements at this time as the school is expected to vacate the property. 6. Consent Agenda a. Approval of Minutes for the Village Board Meeting of July 14, 2026, and Special Village Board Meeting of July 21, 2026 b. Approval of Additional Poll Workers/Election Inspectors for 2026-2027 Term c. State Municipal Project Agreement - Wisconsin Department of Transportation - Jackson Drive Project 2027 d. WE Energies Easement Agreement for the Relocation of Utilities on Eagle Drive The motion to approve items 6a through 6f on the consent agenda was made by Tr. Emmrich and seconded by Tr. Engelhardt. President Heckendorf requested that the motion be amended to remove items 6e and 6f to address separately, Tr. Emmrich amended the motion and Tr. Engelhardt seconded the amended motion to approve items 6a- 6d and address 6e and 6f separately. Vote: 7 ayes, 0 nays. Motion carried. e. Ordinance #26-09 - Creating Secs. 42-170 through 42-179 of Municipal Code Regulating Operation of Minibikes and Other Unlicensed Motor Vehicles The motion to introduce Ordinance #26-09 was made by Pres. Heckendorf and seconded by Tr. Engelhardt. Votes: 7 ayes, 0 nays. Motion carried. The motion to suspend the rules for a second reading of Ordinance #26-09 was made by Pres. Heckendorf and seconded by Tr. Emmrich. A roll call vote was taken: Pres. Heckendorf: Aye Tr. Emmrich: Aye Tr. Engelhardt: Aye Tr. Kurtz: Aye Tr. Schlenz: Aye Tr. Wells: Aye Tr. Olson: Aye Vote: 7 ayes, 0 nays. Motion carried. A motion to approve the second reading of Ordinance #26-09 was made by Pres. Heckendorf and seconded by Tr. Kurtz. DRAFT Page 5 of 104 August 18, 2026 Village of Jackson - Village Board Meeting Minutes Page 3 of 6 Vote: 7 ayes, 0 nays. Motion carried. f. Ordinance #26-10 - Creating Secs. 42-180 through 42-191 of the Municipal Code of the Village of Jackson Regulating the Operation of Electric Bicycles The motion to introduce Ordinance #26-10 was made by Pres. Heckendorf and seconded by Tr. Emmrich. Votes: 7 ayes, 0 nays. Motion carried. The motion to suspend the rules for a second reading of Ordinance #26-10 was made by Pres. Heckendorf and seconded by Tr. Emmrich. A roll call vote was taken: Pres. Heckendorf: Aye Tr. Emmrich: Aye Tr. Engelhardt: Aye Tr. Kurtz: Aye Tr. Schlenz: Aye Tr. Wells: Aye Tr. Olson: Aye Vote: 7 ayes, 0 nays. Motion carried. A motion to approve the second reading of Ordinance #26-10 was made by Pres. Heckendorf and seconded by Tr. Emmrich. Vote: 7 ayes, 0 nays. Motion carried. 7. Budget and Finance Committee a. Pay Request #2 – 2026 Street Improvement Projects - Eagle Drive, Hawthorn Drive, Aspen Drive, and Linden Drive - Vinton Construction in the amount of $239,438.64 The motion to approve Pay Request #2 for Eagle, Hawthorn, Aspen and Linden Drives 2026 Street Improvement Projects to Vinton Construction in the amount of $239,438.64 was made by Tr. Kurtz and seconded by Tr. Engelhardt. Vote: 7 ayes, 0 nays. Motion carried. b. Pay Request #2 - Final - 2026 Wastewater Treatment Plant Fill Removal Project – BMCI Construction in the amount of $6,252.75 The motion to approve Pay Request #2 for the 2026 Wastewater Treatment Plant Fille Removal Project to BMCI Construction in the amount of $6,252.75 was made by Tr. Kurtz and seconded by Tr. Olson. Vote: 7 ayes, 0 nays. Motion carried. c. Review of Bids - 2026 Streetlight Improvement Project - Ridgeway Drive, Chestnut Court, and Hickory Lane DRAFT Page 6 of 104 August 18, 2026 Village of Jackson - Village Board Meeting Minutes Page 4 of 6 The motion to award the contract for the 2026 Streetlight Improvements Projects, including Ridgeway Drive, Chestnut Court and Hickory Lane to MP Systems in the amount of $229,596.09 was made by Tr. Wells and seconded by Tr. Olson. Vote: 7 ayes, 0 nays. Motion carried. d. Review Design and Engineering Services Proposals - 2027 Street Improvement Projects - Jackson Drive and Georgetown Drive The motion to award the design and engineering contract for the 2027 Street Improvement Projects, including Jackson Drive and Georgetown Drive, to Cedar Corporatation in the amount of $38,300.00 was made by Tr. Wells and seconded by Tr. Olson. Discussion clarified the project scope is limited to design and engineering and does not include the actual improvements. If a decision is made to not move forward with the project in 2027, the engineering work will still have been completed. Vote: 7 ayes, 0 nays. Motion carried. e. Change Order #1 - Cedar Creek Dog Park Project - Lowe Underground, Inc in the amount of $5,088 The motion to approve the Change Order #1 to Lowe Underground for the 2025 Cedar Creek Dog Park Project in the amount of $5,088.00 was made by Pres. Heckendorf and seconded by Tr. Engelhardt. Vote: 7 ayes, 0 nays. Motion carried. f. Pay Request #4 - Cedar Creek Dog Park Project - Lowe Underground, Inc. in the amount of $43,996.63 The motion to approve Pay Request #4 to Lowe Underground for the 2025 Cedar Creek Dog Park Project in the amount of $43,996.63 was made by Tr. Wells and seconded by Tr. Engelhardt. Vote: 7 ayes, 0 nays. Motion carried. g. Amendment #2 - Cedar Creek Dog Park Project - MSA Professional Services, Inc. in an amount not to exceed $25,000 The motion to approve the contract amendment #2 for the MSA Professional Services for the 2025 Cedar Creek Dog Park Project in an amount not to exceed $25,000 was made by Tr. Wells and seconded by Tr. Schlenz. Vote: 7 ayes, 0 nays. Motion carried. 8. Plan Commission a. Ordinance #26-08 - Rezoning of Parcel V3_053300D from Planned Unit Development District (PUD) to R-6 Mixed Residential District The motion to introduce Ordinance #26-08, an Ordinance for Rezoning of Parcel V3_053300D from Planned Unit Development (PUD) to R-6 Mixed Residential District was DRAFT Page 7 of 104 August 18, 2026 Village of Jackson - Village Board Meeting Minutes Page 5 of 6 made by Pres. Heckendorf and seconded by Tr. Emmrich. Votes: 7 ayes, 0 nays. Motion carried. The motion to suspend the rules for a second reading of Ordinance #26-08 was made by Pres. Heckendorf and seconded by Tr. Emmrich. A roll call vote was taken: Pres. Heckendorf: Aye Tr. Emmrich: Aye Tr. Engelhardt: Aye Tr. Kurtz: Aye Tr. Schlenz: Aye Tr. Wells: Aye Tr. Olson: Aye Vote: 7 ayes, 0 nays. Motion carried. A motion to approve the second reading of Ordinance #26-08 was made by Pres. Heckendorf and seconded by Tr. Engelhardt. Administrator Heidtke advised that a development agreement was drafted and asked that the body amend the motion to incorporate those terms of approval of the ordinance so it will still hold the applicant accountable to that development agreement. Pres. Heckendorf amended the motion to include items one and two in the staff memo, Tr. Engelhardt seconded. Vote: 7 ayes, 0 nays. Motion carried. 9. West Bend School District Tr. Wells updated the board on the dates and times of the meet and greet and first day of school for students. 10. Washington County Board Report President Heckendorf read a report provided by Washington County District 20 Supervisor, Mike Schwab, telling of the recent Ordinances and Resolutions considered at the County meeting on August 12, 2026. 11. Greater Jackson Business Alliance Nothing new to report. 12. Mid-Moraine Municipal Association Report Tr. Olson reported the next meeting will be in September. 13. Closed Session Pursuant to Wis. Stats. 19.85(1)(e) “deliberating or negotiating the purchasing of public properties, the investing of public funds, or conducting other specified public business, whenever competitive or bargaining reasons require a closed session" and §19.85(1)(c) "considering employment, promotion, compensation, or performance evaluation data of any public employee over which the Village has jurisdiction or exercises responsibility". DRAFT Page 8 of 104 August 18, 2026 Village of Jackson - Village Board Meeting Minutes Page 6 of 6 The closed session is for the following purposes: a. To Discuss Development Agreement with West Bend School District b. 2026 Village Administrator Performance Review The motion to proceed into closed session pursuant to Wis. Stats. §19.85(1)(c) and 19.85(1)(e) was made by Pres. Heckendorf and seconded by Tr. Emmrich . A roll call vote was taken: Pres. Heckendorf: Aye Tr. Emmrich: Aye Tr. Engelhardt: Aye Tr. Kurtz: Aye Tr. Schlenz: Aye Tr. Wells: Aye Tr. Olson: Aye Vote: 7 ayes, 0 nays. Motion carried. The meeting proceeded into closed session at 10:08 PM. Those present in the closed session were the Board members and Administrator Heidtke, Attorney Parmentier joined virtually. 14. Reconvene in Open Session with Possible Action Related to the Subject of the Preceding Closed Session The motion to reconvene in open session was made by Pres. Heckendorf and seconded by Tr. Emmrich. Vote: 7 ayes, 0 nays. Motion carried. The meeting proceeded into open session at 10:34 PM. No action was taken on the closed session items. 15. Adjourn The motion to adjourn the meeting was made by Pres. Heckendorf and seconded by Tr. Emmrich. Vote: 7 ayes, 0 nays. Motion carried. The meeting adjourned at 10:34 PM. Respectfully Submitted, Pamela Wolf Deputy Clerk Village of Jackson DRAFT Page 9 of 104 Resolution #26-27 1 RESOLUTION #26-27 ACCEPTING FUNDS FROM THE WASHINGTON COUNTY MUNICIPAL RADIO GRANT PROGRAM The Village Board of the Village of Jackson, Washington County, Wisconsin, does resolve as follows: WHEREAS, Washington County has allocated a pool of dollars to create a grant program to assist partner Police, Fire, and Emergency Medical Services (EMS) agencies in the County with funding new radios when the need arises for additional radios in their inventory; and WHEREAS, the Village of Jackson has reviewed the terms and conditions of the grant program, and agrees to abide by them; and WHEREAS, the Jackson Police Department has requested funds for one single -head radio; and WHEREAS, the Public Safety Committee of the Washington County Board has considered and approved the request, and has awarded $8,870.00 for this purpose; and NOW, THEREFORE, BE IT RESOLVED, by the Village of Jackson Board of Trustees that the Village does hereby accept the grant award in accordance with the Washington County Municipal Radio Grant Program. BE IT FURTHER RESOLVED, that a representative of the Village of Jackson shall initiate the purchase and provide copies of this signed resolution and applicable receipts to Washington County prior to issuance of the grant funds. Introduced by: Seconded by: Vote: Ayes Nays Passed and Approved: Brian J. Heckendorf – Village President Attest: Lisa Heiser - Village Clerk Page 10 of 104 Resolution #26-27 2 Proof of Posting: I the undersigned, certify that I posted this Resolution on posting boards at the Jackson Municipal Complex, Post Office, and one other location in the Village. Village Official Date Page 11 of 104 Resolution #26-28 1 RESOLUTION #26-28 DECLARATION OF OFFICIAL INTENT TO REIMBURSE EXPENDITURES FOR CLEAN WATER FUND PROGRAM (CWFP) PROJECT The Village Board of the Village of Jackson, Washington County, Wisconsin, does resolve as follows: WHEREAS, the Village of Jackson, Washington County, Wisconsin (the “Municipality”) owns and operates a wastewater treatment and collection system as a public utility; and WHEREAS, the Municipality plans to make improvements to existing wastewater treatment facilities (the “Project”); and WHEREAS, the Municipality expects to receive a loan (the “Loan”) from the Clean Water Fund Program (the “Program”) to finance the Project and expects to issue tax-exempt bonds (the “Bonds”) to the Program in evidence of the Loan; and WHEREAS, because the Loan will not become available prior to Summer of 2027, the Municipality must provide interim financing to cover costs of the Project incurred prior to receipt of the Loan; and WHEREAS, it is necessary, desirable, and in the best interests of the Municipality to advance moneys from its funds on hand on an interim basis until the Loan becomes available and the Bonds can be issued. NOW, THEREFORE, BE IT RESOLVED, by the Village of Jackson, Washington County, Wisconsin that: Section 1. Expenditure of Funds. The Municipality shall make expenditures as needed from existing municipal accounts that contain ordinary municipal revenue to pay the costs of the Project until Bond proceeds become available. Section 2. Declaration of Official Intent. The Municipality hereby officially declares its intent under 26 CFR Section 1.150-2 to reimburse said expenditures with proceeds of the Bonds, the principal amount of which is not expected to exceed $5,000,000. Section 3. Unavailability of Long-Term Funds. No funds for payment of the Project from sources other than the Bonds are or are reasonably expected to be reserved, allocated on a long-term basis, or otherwise set aside by the Municipality pursuant to its budget or financial policies. Section 4. Public Availability of Official Intent Resolution. This Resolution shall be made available for public inspection at the Municipal Administrator’s office within 30 days after its approval in compliance with applicable State laws governing the availability of records of official acts and shall remain available for public inspection until the Bonds are issued. Page 12 of 104 Resolution #26-28 2 Section 5. Effective Date. This resolution shall be effective upon its adoption and approval. Introduced by: Seconded by: Vote: Ayes Nays Passed and Approved: Brian J. Heckendorf – Village President Attest: Lisa Heiser - Village Clerk Proof of Posting: I the undersigned, certify that I posted this Resolution on posting boards at the Jackson Municipal Complex, Post Office, and one other location in the Village. Village Official Date Page 13 of 104 Resolution #26-29 1 RESOLUTION #26-29 A RESOLUTION HONORING MOTOR PUMP OPERATOR RUSSEL KRUEGER FOR 35 YEARS OF DEDICATED SERVICE TO THE JACKSON FIRE DEPARTMENT AND COMMUNITY WHEREAS, Motor Pump Operator (MPO) Russel Krueger faithfully served the residents of the Village of Jackson and the Jackson Fire Department for 35 years with dedication, professionalism, and integrity; and WHEREAS, Russel Krueger began his service with the Jackson Fire Department in December of 1991, proudly continuing a long-standing family tradition of service as a fourth-generation firefighter for the Village of Jackson; and WHEREAS, throughout his tenure with the Jackson Fire Department, MPO Krueger consistently demonstrated an outstanding commitment to the protection of life and property, serving not only as a firefighter but also taking on additional responsibilities and leadership roles within the department; and WHEREAS, MPO Krueger earned his Driver Operator certification in February 1997, was sworn in as a Motor Pump Operator in June 1997, and earned his Fire Fighter I certification in September 1997; and WHEREAS, MPO Krueger continued his professional development by earning his Fire Fighter II certification in February 1998 and his Fire Investigator certification in June 2000, after which he served as the department's Fire Investigator; and WHEREAS, MPO Krueger received a Letter of Commendation in April 2000 in recognition of his service and dedication to the Jackson Fire Department; and WHEREAS, for much of his career, MPO Krueger provided critical daytime emergency response while working his regular duties with the Village of Jackson Public Works Department, playing a key role in maintaining dependable and safe daytime emergency coverage during periods of limited staffing until the Village moved to the new Municipal Building in 2021; and WHEREAS, MPO Krueger's 35 years of service represent an extraordinary commitment to the Village of Jackson, its residents, the Jackson Fire Department, and the generations of firefighters who have served before and alongside him; and NOW, THEREFORE, BE IT RESOLVED , by the Village Board of the Village of Jackson, Washington County, Wisconsin, that the Village hereby expresses its sincere gratitude and appreciation to Motor Pump Operator Russel Krueger for his 35 years of dedicated service to the Jackson Fire Department and to the community. BE IT FURTHER RESOLVED , that the Village Board extends its congratulations and best wishes to Motor Pump Operator Russel Krueger and thanks him for the lasting impact he has made through his years of faithful, honorable, and dedicated service. Page 14 of 104 Resolution #26-29 2 Introduced by: Seconded by: Vote: Ayes Nays Passed and Approved: Brian J. Heckendorf – Village President Attest: Lisa Heiser - Village Clerk Proof of Posting: I the undersigned, certify that I posted this Resolution on posting boards at the Jackson Municipal Complex, Post Office, and one other location in the Village. Village Official Date Page 15 of 104 Ordinance #26-11 Page 1 of 5 STATE OF WISCONSIN VILLAGE OF JACKSON WASHINGTON COUNTY ORDINANCE #26-11 AMENDING CHAPTER 34 SOLID WASTE PER RECOMMENDATIONS FROM DEPARTMENT OF NATURAL RESOURCES CONCERNING RECYCLING REQUIREMENTS. WHEREAS, the Village Board for the Village of Jackson ordains that the following section(s) of the Municipal Code are hereby amended, per the Department of Natural Resources guidelines, to read; Section 1. Amending Ordinance Sec. 34-1 Definitions. Glass Container means a glass bottle, jar or other packaging container used to contain a product that is the subject of a retail sale and does not include ceramic cups, dishes, oven ware, plate glass, safety and window glass, heat-resistant glass such as Pyrex, lead based glass such as crystal, or TV tubes. Nonresidential facilities and properties means commercial, retail, industrial, institutional and governmental facilities and properties. The term "nonresidential facilities and properties" includes any locations at which goods or services are provided or manufactured, including locations under construction, demolition, or remodeling, or used for special events such as, but not limited to, fairs, festivals, sport venues, conferences, and exhibits. This term does not include multiple family dwellings. Office paper means high-grade printing and writing papers from offices in nonresidential facilities and properties. Printed white ledger and computer printouts are examples of office paper generally accepted as high grade. The term "official paper" does not include industrial process waste, newspaper or packaging. Person includes any individual, corporation, limited liability company, partnership, association, local government unit as defined in Wis. Stats. § 287.01(5m), state agency or authority or federal agency. Solid waste has the meaning specified in Wis. Stats. § 289.01(33). Section 2. Amending Ordinance Sec. 34-3 Materials not acceptable for landfills or incinerators. Except as otherwise provided in this section, residential or commercial electronics and appliances such as air conditioners, clothes dryers, clothes washers, dishwashers, freezers, microwave ovens, ovens, refrigerators, or stoves are not permitted to be placed in landfills or incinerators and shall be properly disposed of by resident or property owner. Page 16 of 104 Ordinance #26-11 Page 2 of 5 Section 3. Amending Ordinance Sec. 34-25 (6) and (7) Preparation for Disposal (6) Newspaper, magazines, cardboard, office paper, books, envelopes, and any junk mail can be placed directly in the recycling container. Cardboard boxes should be flattened. Cardboard or paper contaminated by oil, grease, or food are not recyclable and shall be placed in the trash container, but unstained pizza and other food boxes are recyclable and may be disposed of in the recycling container. (7) Bulk waste, such as furniture, rolled carpeting, fixtures, lumber, and similar items, will be collected as long as the item fits into the trash container. Section 4. Amending Ordinance Sec. 34-48 (a) and (b) Separation of certain recyclable materials. (a) Occupants of single-family and two to four unit residences, multiple-family dwellings and nonresidential facilities and properties shall separate the following materials from garbage: (12) Rigid plastic containers made of PETE (#1) and HDPE (#2), PVC, LDPE, PP, PS, and other resins or multiple resins. (16) Foam polystyrene packaging. (b) This section does not apply: (1) To occupants of single-family and two to four unit residences, multiple-family dwellings and nonresidential facilities and properties that send their post-consumer waste to a processing facility licensed by the Wisconsin Department of Natural Resources that recovers the materials specified in this section from solid waste in as pure a form as is technically feasible. (3) To foam polystyrene packaging and rigid plastic containers made of PVC No. 3, LDPE No. 4, PP No. 5, PS No. 6 and other resins or multiple resins (No. 7). These items have been granted a separation variance by the department of natural resources under Wis. Stats. § 287.07(7)(h), § 287.11(2m), or s. NR 544.14, Wis. Adm. Code. Section 5. Amending Ordinance Sec. 34-50 Management of lead acid batteries, major appliances, and waste oil. All residents and occupants of all residential and nonresidential properties in the village shall properly dispose of lead acid batteries, major appliances, and waste oil at a drop off site of commercial business that accepts these materials for recycling. Section 6. Amending Ordinance Sec. 34-52(c) and (d) Preparation and collection of recyclable materials (c) Responsibilities of multiple-family dwelling owners and agents. Owners or designated agents of multiple-family dwellings shall do all of the following to recycle the materials specified in s. 34-48(5) through (15): Page 17 of 104 Ordinance #26-11 Page 3 of 5 (1) Provide adequate, separate containers for the recycling program established in compliance with this ordinance. The number of recycling containers shall equal or be greater than the number of trash containers and at least one of the following shall be met: i. The minimum total volume of recycling container space is equal to 20 gallons per week per dwelling unit. ii. The ratio of trash container volume to recycling container volume is at most 2:1. iii. An alternative metho that does not result in the overflow of a recycling container during the time period between collection of materials and delivery to a recycling facility. (2) Notify tenants in writing at the time of renting or leasing the dwelling and at least semi-annually thereafter about the established recycling program in the village. (3) Provide for the collection of materials separated from the solid waste by the tenant and the delivery of the materials to a recycling facility, unless provided by the village or a village contractor. (4) Notify tenants which materials are collected, how to prepare the materials in order to meet the processing requirements, and collection methods or sites, and locations of drop-off collection sites to recycle materials not collected on-site. The requirements specified in (c) do not apply to owners or designated agents of multiple-family dwellings if the postconsumer waste generated within the dwelling is treated at a processing facility licensed by the Department of Natural Resources that recovers for recycling the materials specified in s. 34-48(5) through (15) from solid waste in as pure a form as is technically feasible. (d) Responsibilities of nonresidential facilities and property owners and agents. Owners or designated agents of nonresidential facilities or properties shall do all of the following to recycle the materials specified in s. 34-48(5) through (15): (1) Provide adequate, separate containers for the recycling program established under this section. The total volume of recycling containers shall be sufficient to avoid overflow during the time period between collection of materials and delivery to a recycling facility. (2) Notify, in writing, at least semi-annually all users, tenants, and occupants of the property about the established recycling program in the village. (3) Provide for the collection of materials separated from the solid waste by the users, tenants, and occupants and the delivery to the recycling facility unless provided by the village or a village contractor. (4) Notify users, tenants, and occupants which materials are collected, how to prepare the materials in order to meet the processing requirements, collection methods or sites, and locations of drop-off collection sites to recycle materials not collected on site. The requirements specified in (d) do not apply to owners or designated agents of non-residential facilities and properties if the postconsumer waste generated within the facility or property is treated Page 18 of 104 Ordinance #26-11 Page 4 of 5 at a processing facility licensed by the Department of Natural Resources that recovers for recycling the materials specified in s. 34-48(5) through (15) from solid waste in as pure a form as is technically feasible. Section 7. Amending Ordinance Sec. 34-53 Theft of recyclables All recyclables placed at the curb for pickup shall become the property of the village and their recycling contractor. The removal of any recyclables by any unauthorized persons shall be a violation of this division and subject to a penalty as prescribed in section 34-82. Section 8. Adding Ordinance Sec. 34-54 Prohibitions on Disposal of Recyclable Materials Separated for Recycling No person may dispose of in a solid waste disposal facility or burn in a solid waste treatment facility any of the materials specified in s. 34-48 that have been separated for recycling, except waste tires may be burned with energy recovery in a solid waste treatment facility. Section 9. Effective Date This ordinance shall be in full force and effect from and after its passage and posting or publication as provided by law. Section 10. Severability If any section or portion thereof shall be declared by a court of competent jurisdiction to be invalid, unlawful, or unenforceable, such decision shall apply only to the specific section or portion thereof directly specified in the decision and shall not affect the validity of any other provisions, sections, or portions thereof of the ordinance. The remainder of the ordinance shall remain in full force and effect. Any other ordinances whose terms are in conflict with the provisions of this ordinance are hereby repealed as to those terms that conflict. Section 11. The Village Clerk and Village Administrator are hereby authorized and directed to make all changes within the Village of Jackson Code of Ordinances necessary to reflect this Ordinance. Introduced by: Seconded by: Vote: Ayes Nays Passed and Approved: Brian J. Heckendorf – Village President Attest: Lisa Heiser - Village Clerk Page 19 of 104 Ordinance #26-11 Page 5 of 5 Proof of Posting: I, the undersigned, certify that I posted copies of this Ordinance on bulletin boards at the Jackson Municipal Complex, Post Office and one other location in the Village. Village Official Date Page 20 of 104 Taking the lead in Washington County STAFF MEMO Village of Jackson Public Works To: Brian Heckendorf, Village President Jen Heidtke, Village Administrator CC: Budget and Finance; Village Board From: Jack Straehler, Director of Public Works Subject: Pay Request #3 – 2026 Street Improvement Projects - Eagle Drive, Hawthorn Drive, Aspen Drive, and Linden Drive - Vinton Construction in the amount of $660,355.00 Meeting Date: September 08, 2026 – Budget and Finance Background and Analysis: This memo is to inform the Board of Pay Request # 3 from Vinton Construction in the amount of $660,355.00 for work completed on the 2026 Street Improvement Projects, which include Eagle Drive, Hawthorn Drive, Aspen Drive, and Linden Drive. The work has been reviewed and verified for accuracy and completion in accordance with the project contract documents and has been found to be acceptable. Funding for this payment will come from the following accounts: 600-00-56700-400-000 (Capital Projects Repairs/Construction - 54%) $356,591.70 300-00-17600-000-380 (Sewer Construction Work - 39%) $257,538.45 200-00-18600-395-000 (Water Construction Work - 7%) $46,224.85 If you have any questions, please let me know. JS Recommendation: Budget and Finance Committee recommends the Village Board approve Pay Request #3 for Vinton Construction in the amount of $660 ,355.00. Page 21 of 104 Cedarburg • Green Bay • Madison • Menomonie Community Infrastructure • Architecture • Environmental Services W61N497 Washington Avenue Cedarburg, WI 53012 262-204-2360 www.cedarcorp.com August 7, 2026 Village of Jackson N168 W20733 Main Street PO Box 637 Jackson, WI 53037 Attn: Mr. Jack Straehler II, Director of Public Works Subject: Contractor’s Application for Payment No. 3 Eagle Drive, Hawthorn Drive, Aspen Drive & Linden Drive Reconstruction 2026 Cedar Project No. 05789-0029 Dear Mr. Straehler: Enclosed for your use in payment to Vinton Construction Company in the amount of $660,355.00 is Contractor’s Application for Payment No. 3. Following your review and approval, please complete the application for payment forms within the areas reserved for the Owner. Thereafter, retain one copy for your records, provide the second copy to the Contractor with payment and provide the third copy to our office. Should you have any questions, please feel free to contact me at our Cedarburg office. Sincerely, CEDAR CORPORATION Douglas T. Kroes Senior Construction Manager Enclosed: Contractor’s Application for Payment No. 3 Cc: Grant Manion, Vinton Construction Company Page 22 of 104 8/7/26 Page 23 of 104 Unit Price Progress Estimate B C D E F G H I J Quantity Amount Quantity Amount Quantity Amount Quantity Amount 100-01 1 LS $5,750.00 1 $5,750.00 1 $5,750.00 100.0% 100-02 3790 LF $4.60 3300 $15,180.00 3300 $15,180.00 87.1% 100-03 3805 SY $7.16 3805 $27,243.80 3805 $27,243.80 100.0% 100-04 7685 CY $26.97 3750 $101,137.50 3750 $101,137.50 48.8% 100-05 755 CY $24.00 755 $18,120.00 755 $18,120.00 100.0% 100-06 1685 SY $7.12 100-07 795 TON $16.50 664.53 $10,964.75 664.53 $10,964.75 83.6% 100-08 7800 TON $16.50 3900 $64,350.00 3900 $64,350.00 50.0% 100-09 1660 TON $21.37 2381.3 $50,888.38 2,381.30 $50,888.38 143.5% 100-10 1755 TON $69.00 100-11 1170 TON $65.90 100-12 545 TON $98.20 100-13 10 SY $59.00 100-14 40 LF $50.00 100-15 5405 LF $18.55 3807 $70,619.85 3807 $70,619.85 70.4% 100-16 60 LF $45.00 100-17 23645 SF $6.80 100-18 140 SF $8.20 100-19 50 SF $35.00 100-20 2605 SY $75.75 100-21 8 CY $1,200.00 100-22 1 EA $200,000.00 0.5 $100,000.00 0.15 $30,000.00 0.65 $130,000.00 65.0% 100-23 885 LF $2.11 885 $1,867.35 885 $1,867.35 100.0% 100-24 40 LF $9.06 40 $362.40 40 $362.40 100.0% 100-25 30 EA $34.07 30 $1,022.10 30 $1,022.10 100.0% 100-26 6 EA $104.50 6 $627.00 6 $627.00 100.0% 100-27 10 EA $71.50 10 $715.00 10 $715.00 100.0% 100-28 27 EA $71.50 27 $1,930.50 27 $1,930.50 100.0% 100-29 11400 SY $7.01 100-30 2700 SY $8.23 100-31 4 CY $500.00 100-32 2380 SY $2.00 100-33 1 LS $28,000.00 0.5 $14,000.00 0.15 $4,200.00 0.65 $18,200.00 65.0% 100-34 1 LS $3,500.00 100-35 2 EA $7,000.00 100-36 4492 LF $2.40 100-37 17 LF $16.00 100-38 12 LF $8.00 100-39 145 LF $10.75 Curb Ramp Detectable Warning Field Natural Patina Concrete Driveway 7-Inch Concrete Surface Drains Mobilization Silt Fence Topsoil, Seed, Fertilizer, and Erosion Mat Temporary Ditch Checks Culvert Pipe Checks Inlet Protection Type A Inlet Protection Type B Inlet Protection Type C HMA Pavement 3 LT 58-28 S HMA Pavement 4 LT 58-28 S Asphaltic Surface Driveways Asphaltic Flumes Concrete Curb & Gutter 18-Inch Type D Concrete Curb Pedestrian Concrete Sidewalk 4-Inch Concrete Sidewalk 6-Inch Clearing & Grubbing Removing Curb & Gutter Removing Concrete Driveways and Sidewalk Excavation Common Excavation Below Subgrade Pulverize and Relay Base Aggregate Dense 3/4-Inch Base Aggregate Dense 1 1/4-Inch Base Aggregate Dense 3-Inch Concrete Curb & Gutter 30-Inch Type D % Comp.Bid No. Description Previous Applications This Application Materials Stored Total Completed & Stored to Date (C+E+G) Contractor's Application 3 7/1/26 to 7/31/26 July 31, 2026 Eagle Drive, Hawthorn Drive, Aspen Drive, Linden Drive A Item Estimated Bid Quantity Unit Price Quantity Completed Project: Application Period: Application Number: Application Date: Topsoil, Seed, Fertilizer, and Mulch Riprap Medium w/ Geotextile Fabric Type HR Geotextile Fabric Type SAS Traffic Control Permanent Signing Rectangular Rapid Flashing Beacon (STA 67+18) Marking Line Epoxy 4-Inch Marking Stop Line Epoxy 18-Inch Marking Diagonal Epoxy 12-Inch Marking Crosswalk Epoxy Transverse Line 6-Inch 00 62 76 - 2 Page 24 of 104 Unit Price Progress Estimate B C D E F G H I J Quantity Amount Quantity Amount Quantity Amount Quantity Amount % Comp.Bid No. Description Previous Applications This Application Materials Stored Total Completed & Stored to Date (C+E+G) Contractor's Application 3 7/1/26 to 7/31/26 July 31, 2026 Eagle Drive, Hawthorn Drive, Aspen Drive, Linden Drive A Item Estimated Bid Quantity Unit Price Quantity Completed Project: Application Period: Application Number: Application Date: 100-40 675 LF $2.50 675 $1,687.50 675 $1,687.50 100.0% 100-41 1085 LF $3.00 62 $186.00 1023 $3,069.00 1085 $3,255.00 100.0% 200-01 12 EA $400.00 4 $1,600.00 4 $1,600.00 33.3% 200-02 3 EA $400.00 2 $800.00 1 $400.00 3 $1,200.00 100.0% 200-03 254 LF $30.00 175 $5,250.00 62 $1,860.00 237 $7,110.00 93.3% 200-04 1 CY $400.00 1 $400.00 1 $400.00 100.0% 200-05 1 EA $300.00 1 $300.00 1 $300.00 100.0% 200-06 8 EA $400.00 8 $3,200.00 8 $3,200.00 100.0% 200-07 6 EA $520.00 5 $2,600.00 5 $2,600.00 83.3% 200-08 1 EA $1,840.00 1 $1,840.00 1 $1,840.00 100.0% 200-09 196 LF $56.07 198 $11,101.86 198 $11,101.86 101.0% 200-10 907 LF $64.52 35.5 $2,290.46 857.5 $55,325.90 893 $57,616.36 98.5% 200-11 681 LF $66.68 1003 $66,880.04 -402 -$26,805.36 601 $40,074.68 88.3% 200-12 291 LF $121.54 290.5 $35,307.37 290.5 $35,307.37 99.8% 200-13 98 LF $142.59 98 $13,973.82 98 $13,973.82 100.0% 200-14 70 LF $51.81 69 $3,574.89 69 $3,574.89 98.6% 200-15 1063 LF $52.10 743.5 $38,736.35 319.5 $16,645.95 1063 $55,382.30 100.0% 200-16 29 LF $57.68 29 $1,672.72 29 $1,672.72 100.0% 200-17 2807 LF $24.70 2388.1 $58,986.07 529 $13,066.30 2917.1 $72,052.37 103.9% 200-18 151 LF $50.00 120 $6,000.00 120 $6,000.00 79.5% 200-19 15 EA $3,784.00 6 $22,704.00 9 $34,056.00 15 $56,760.00 100.0% 200-20 7 EA $4,200.00 6 $25,200.00 1 $4,200.00 7 $29,400.00 100.0% 200-21 3 EA $5,000.00 3 $15,000.00 3 $15,000.00 100.0% 200-22 7 EA $3,075.95 7 $21,531.65 7 $21,531.65 100.0% 200-23 2 EA $950.00 200-24 33 EA $100.00 29 $2,900.00 7 $700.00 36 $3,600.00 109.1% 200-25 1 EA $150.00 1 $150.00 1 $150.00 100.0% 200-26 3 EA $250.00 2 $500.00 2 $500.00 66.7% 300-01 4 EA $2,000.00 4 $8,000.00 4 $8,000.00 100.0% 300-02 3 EA $500.00 3 $1,500.00 3 $1,500.00 100.0% 300-03 40 LF $75.00 300-04 4 EA $815.00 4 $3,260.00 4 $3,260.00 100.0% 300-05 44 EA $528.00 29 $15,312.00 15 $7,920.00 44 $23,232.00 100.0% 300-06 44 LF $115.76 29 $3,357.04 29 $3,357.04 65.9% 300-07 2 EA $3,000.00 4 $12,000.00 4 $12,000.00 200.0% 300-08 1 EA $3,734.00 1 $3,734.00 1 $3,734.00 100.0% 300-09 4 EA $7,500.00 4 $30,000.00 4 $30,000.00 100.0% 300-10 1 EA $2,000.00 300-11 21 EA $200.00 Hydrant Extension Adjusting Water Valves Manholes 5-FT Diameter w/ Casting Inlets Median 1 Grate w/ Casting Adjusting Inlet Covers Connect to Existing Sump Pump Discharge Catch Basins 2.5x3-FT w/ Casting Storm Sewer Pipe PVC 4-Inch - Trenched Storm Sewer Pipe HDPE 4-Inch - Directionally Drilled Manholes 4-FT Diameter w/ Casting Storm Sewer Pipe Class III-A 12-Inch Storm Sewer Pipe Class III-A 15-Inch Storm Sewer Pipe HDPE 12-Inch Pipe Arch Corrugated Steel 24X18-Inch Storm Sewer Pipe Reinforced Concrete Class IV 12-Inch Storm Sewer Pipe Reinforced Concrete Class IV 15-Inch Storm Sewer Pipe Reinforced Concrete Horizontal Elliptical Class HE-IV 14x23-Inch Storm Sewer Pipe Reinforced Concrete Horizontal Elliptical Class HE-IV 19x30-Inch Abandoning Storm Sewer Apron Endwalls For Pipe Steel 12-Inch Connect to Existing Storm Sewer Lateral Apron Endwalls For Pipe Arch Steel 24X18-Inch Apron Endwalls For Culvert Pipe Reinforced Concrete 12-Inch Apron Endwalls For Culvert Pipe Reinforced Concrete Horizontal Elliptical 19x30-Inch Sawing Asphalt Remove and Replace Water Service Curb Box Water Main PVC 6-Inch Water Gate Valve 6-Inch Water Gate Valve 8-Inch Hydrant Connect to Existing Storm Sewer Pipe Remove Hydrant Remove Gate Valve Remove Water Main Sawing Concrete Removing Small Pipe Culverts Removing Storm Sewer Structures Removing Storm Sewer Connect to Existing Water Main Fitting 00 62 76 - 3 Page 25 of 104 Unit Price Progress Estimate B C D E F G H I J Quantity Amount Quantity Amount Quantity Amount Quantity Amount % Comp.Bid No. Description Previous Applications This Application Materials Stored Total Completed & Stored to Date (C+E+G) Contractor's Application 3 7/1/26 to 7/31/26 July 31, 2026 Eagle Drive, Hawthorn Drive, Aspen Drive, Linden Drive A Item Estimated Bid Quantity Unit Price Quantity Completed Project: Application Period: Application Number: Application Date: 300-12 192 SF $5.00 400-01 12 EA $1,000.00 400-02 12 VF $436.00 500-01 4218 LF $9.00 1660 $14,940.00 1660 $14,940.00 39.4% 500-02 1012 LF $15.00 500-03 4044 LF $1.10 500-04 3753 LF $2.00 500-05 15429 LF $2.75 500-06 23 EA $3,000.00 500-07 2 EA $3,000.00 500-08 1 EA $3,300.00 500-09 1 EA $2,500.00 500-10 23 EA $900.00 500-11 3 EA $1,200.00 A1-01 2665 TON $16.50 A1-02 705 TON $66.80 A1-03 470 TON $71.00 A1-04 2080 LF $18.15 A2-01 1775 TON $16.50 A2-02 4010 SY $75.75 A2-03 2080 LF $18.65 $370,781.66 $695,110.53 $1,065,892.19 Base Aggregate Dense 1 1/4-Inch Concrete Pavement 8-Inch Concrete Curb & Gutter 30-Inch Type A HMA Pavement 4 LT 58-28 H Concrete Curb & Gutter 30-Inch Type D Furnish and Install Lighting Unit Type A Furnish and Install Lighting Unit Type B - Single Furnish and Install Lighting Unit Type B - Twin Electrical Service Meter Breaker Pedestal Special Quazite Pull Boxes 12X12X24-Inch Electrical Wire Lighting 4 AWG Polystyrene Insulation Sanitary Sewer Manhole Covers Type J-Special Reconstructing Sanitary Sewer Manhole Concrete Base Type 5 Tall Base Aggregate Dense 1 1/4-Inch HMA Pavement 3 LT 58-28 S TOTAL Conduit Rigid Nonmetallic 2-Inch Conduit Special 2-Inch Electrical Wire Lighting 12 AWG Electrical Wire Lighting 6 AWG 00 62 76 - 4 Page 26 of 104 Taking the lead in Washington County. MEMO TO: Brian Heckendorf, Village President; Budget and Finance Committee FROM: Jen Heidtke, Village Administrator RE: Transfer Police Impact Fee and Fire Impact Fee from Capital Projects Fund to Debt Service Fund. DATE: September 2, 2026 Background In October of 2024 the Village Board authorized Staff to transfer Police and Fire Impact Fees to the Debt Service Fund for the purpose of supporting the principal and interest payments associated with the 2019 and 2021 General Obligation Public Safety Building Bonds. Staff recommend this transfer continue to occur either annually or bi- annually to assist in flattening or reducing the Debt Service levy. Staff again are seeking the Budget and Finance and Village Board approval of the transfer of funds from the Police Impact Fee and Fire Impact Fee accounts, held in the Capital Project fund, and asking those be transferred to the Debt Service Fund. The amount of fees to be transferred include $191,027.86 in Police Impact Fees and $287,869.54 in Fire Impact Fees. Potential Motion: To authorize the Village Treasurer to transfer $191,027.86 from the Police Impact Fee account and $287,869.54 from the Fire Impact Fee account in the Capital Projects Fund to the Debt Service Fund for the purposes of paying future principal and interest payments for the 2019 and 2021 General Obligation Public Safety Building Bonds. Attachments: 1. Treasurer’s Report – Police and Fire Impact Fee Account Balance as of 7/31/2026 N168 W19851 Main Street Jackson, WI 53037 Phone: 262-677-9001 Fax: 262-677-1710 www.villageofjacksonwi.gov Page 27 of 104 TREASURERS REPORT (Depository Accounts) July 31, 2026 BALANCE BALANCE 6/30/2026 7/31/2026 GENERAL: GENERAL CHECKING $198,735.68 $343,839.95 CREDIT CARD ACCOUNT $84,662.12 $151,111.12 HIPPA ACCOUNT $40,348.21 $77,059.08 MONEY MARKET $10,531,401.58 $9,715,021.23 DONATION ACCOUN T $2,149.73 $2,149.73 PARK FEES $300,781.64 $307,966.39 FIRE/RESCUE RESERVE $14,810.87 $14,857.11 FIRE IMPACT FEE $281,870.76 $287,869.54 POLICE IMPACT FEE $187,028.10 $191,027.86 ANTIQUE FIRE TRUCK $3,505.49 $3,516.43 LAUREL SPRINGS $35,062.80 $35,172.27 PERSHING ADVISOR SOLUTIONS LLC - GENERAL FUNDS $1,649,429.56 $1,651,599.16 PERSHING ADVISOR SOLUTIONS LLC - MUNI BLDG RESERVE ACCT $295,160.03 $295,595.65 PERSHING ADVISOR SOLUTIONS LLC - 2025A GO PROM NOTES $371,104.45 $372,249.74 PERSHING ADVISOR SOLUTIONS LLC - 2026A GO PROM NOTES $2,474,090.64 $2,475,464.04 PERSHING ADVISOR SOLUTIONS LLC - 2026B WATER/SEWER BOND $1,350,990.71 $1,355,535.07 PERSHING ADVISOR SOLUTIONS LLC - DSR REVENUE BOND $543,067.17 $544,454.78 ---------------------- ---------------------- TOTAL GENERAL $18,364,199.5 4 $17,824,489.15 ---------------------- ---------------------- WATER UTILITY: WATER UTILITY DEPRECIATION FUND $27,383.21 $27,468.70 WATER UTILITY RESERVE $142,378.71 $142,823.23 WATER IMPACT FEES $153,974.74 $159,193.56 ---------------------- ---------------------- TOTAL WATER UTILITY $323,736.66 $329,485.49 ---------------------- ---------------------- SEWER UTILITY: DNR REPLACEMENT FUND $1,277,313.67 $1,281,301.58 SEWER UTILITY RESERVE $88,920.18 $89,197.80 SEWER DEPRECIATION FUND $6,885.93 $6,907.43 SEWER SERVICE FEES $2,290,189.18 $2,317,819.42 SEWER SPECIAL REDEMPTION FUND $2,993.87 $3,003.22 ---------------------- ---------------------- $3,666,302.83 $3,698,229.45 TOTAL SEWER UTILITY ---------------------- ---------------------- ---------------------- ---------------------- $22,354,239.03 $21,852,204.09 GRAND TOTAL: ---------------------- ---------------------- Page 28 of 104 Taking the lead in Washington County. MEMO TO: Brian Heckendorf, Village President; Administrator Heidtke, Budget and Finance Committee FROM: Aaron Swaney, Fire Chief Ryan Vossekuil, Police Chief RE: Lighting Recommendation for the Jackson Municipal Building DATE: September 2, 2026 Background The lighting control system at the Municipal Building began experiencing failures approximately one year after installation. Individual light switches began failing within the warranty period, and initially the manufacturer provided replacement switches as they failed. Over time, the Village learned that the switches were defective and that similar failures were occurring at other installations. The Village subsequently requested that all of the defective switches in the Municipal Building be replaced; however, that request was not resolved. The situation became more difficult when the company that manufactured the switches went bankrupt, making replacement switches increasingly unavailable. The Village then worked with Mlazgar Associates, the company that originally supplied the lighting control equipment, to determine whether the existing system could be repaired or maintained. While Mlazgar has provided the Village with a reduced price on replacement components, the ongoing reliability and availability concerns with the existing system have led the Village to pursue replacement of the entire internal facility lighting control system. Both Empower Electric and Staff Electric are highly respected electrical contractors with strong reputations for quality workmanship and the capability to successfully complete this project. Staff Electric's proposal demonstrates a clear understanding of the scope, and staff has no concerns regarding their ability to successfully complete the project. However, Empower Electric offers several advantages that make them the preferred choice. Empower performed the original electrical installation and is highly familiar with the building's electrical systems, existing infrastructure, lighting controls, and equipment. This familiarity reduces project risk and provides additional confidence in the successful integration and commissioning of the new lighting control system. In addition, when comparing the proposals on an apples-to-apples basis, Empower Electric's total project cost is slightly lower than Staff Electric's. N168 W19851 Main Street Jackson, WI 53037 Phone: 262-677-9001 Fax: 262-677-1710 www.villageofjacksonwi.gov Page 29 of 104 Taking the lead in Washington County. Proposal Cost Comparison Mlazgar controls equipment $86,250 $86,250 Base project total $183,250 $183,610 Dimming wire alternate Included +$1,898 Total with alternate $183,250 $185,508 The $86,250 Mlazgar Associates controls equipment quote is included in Empower Electric's proposal. Empower lists $80,500 in electrical labor, $16,500 in electrical materials, and $86,250 for the controls, for a total proposal of $183,250. Staff Electric's corrected proposal is $97,360 for the electrical work. Staff specifically identifies the $86,250 lighting controls material as an additional owner-direct purchase by the Village and states that this amount is not included in its base scope. Adding the controls equipment to Staff Electric's proposal as well as the dimming wire alternate results in a total project cost of $185,508 Consultant Review The Village's architectural consultant, Cory Scheidler of Cedar Corporation, reviewed the proposed Wavelinx lighting control system and concluded that it will effectively integrate the interior and exterior lighting systems and provide the functionality originally intended for the building. While the overall project cost is higher than originally anticipated, Cedar Corporation noted that current market and labor conditions are likely contributing factors. Recommendation: Staff recommend the Budget Finance Committee and Village Board approve the 2026 Municipal Complex Lighting proposal from Empower Electric for a total amount of $185,508 and utilizing the Municipal Complex Building Reserve Account to fund the project. N168 W19851 Main Street Jackson, WI 53037 Phone: 262-677-9001 Fax: 262-677-1710 www.villageofjacksonwi.gov Page 30 of 104 Date: Apr 28, 2026 Quote: WISC-RLMA26-182964-2 Quote Page 1/2 Mlazgar Associates - WI Mlazgar Associates Mlazgar - - Phone: (262) 785-0144 From: Dustin Elias Quoter Ph: Email: dustin.elias@mlazgar.com Project Village of Jackson- Municipal Complex - Location Jackson WI Quote WISC-RLMA26-182964-2 Page 1/2www.mlazgar.com Dustin Elias To: Brian Haggerty For Mlazgar Associates Bid Date Apr 28, 2026 16350 W Glendale Dr Expires May 28, 2026 New Berlin WI 53151 Phone: (262) 785-0144 EMail: brian.haggerty@mlazgar.com QTY Type MFG Part Price UQ ExtPrice OPTION95 CONT BPI-C-L BPI-C BLUETOOTH PROGRAM INTERFACE 114 CONT ESP-C-010-Z1 8 CONT GS308PP NETGEAR GS308PP 8 PORT UNMANAGED SWITCH 61 CONT OCS-C-D06 97 CONT OCS-C-D12 1 GG TRAD PLE-16-R1-12-PDM-P-01 12 CONT R40-1 141 CONT RSP-C-010-Z1 RSP-C RELAY SWITCHPACK - ZONE 1 1 CONT SIM-C-V 1 SWRX SWX-421-1 3 CONT TSE57-WLX-B 2 CONT WAC2-POE WIRELESS AREA CONTROLLER G2, POE POWERED 12 CONT WAH-C-POE-ID 52 CONT WST-C-1 WST-C WALLSTATION 1 BUTTON, WHITE 2 CONT WST-C-3 66 CONT WST-C-3D 24 CONT WST-C-5D 10 CONT FACTORY STARTUP 1 CONT CONTROLS LOT PRICE $86,250.00 $86,250.00 Total for: OPTION $86,250.00 Total: $86,250.00 Terms and conditions of sale: NOTE 1: COMPLETE QUOTE MUST BE USED. PARTIAL PORTIONS OF THIS QUOTE ARE NOT TO BE USED UNLESS AGREED TO BY MLAZGAR IN ADVANCE OF PURCHASE. NOTE 2: DUE TO CONTINUED INFLATIONARY PRESSURES AND TARIFFS PRICING IS SUBJECT TO CHANGE WITHOUT NOTICE. QUOTATION IS VOID IF CHANGED. QUOTE IS VALID UNTIL EXPIRATION DATE LISTED Page 31 of 104 Date: Apr 28, 2026 Quote: WISC-RLMA26-182964-2 Quote Page 2/2 Mlazgar Associates - WI Mlazgar Associates Mlazgar - - Phone: (262) 785-0144 From: Dustin Elias Quoter Ph: Email: dustin.elias@mlazgar.com Project Village of Jackson- Municipal Complex - Location Jackson WI Quote WISC-RLMA26-182964-2 Page 2/2www.mlazgar.com Dustin Elias UNLESS FEDERALLY MANDATED TARIFFS ARE ENACTED IN WHICH CASE AN UPDATED QUOTE WILL BE REQUIRED. NOTE 3: PRICING SUBJECT TO MANUFACTURER'S PUBLISHED TERMS AND CONDITIONS OF SALE. NOTE 4: CUSTOMER RESPONSIBLE FOR ALL COUNTS. SPARES NOT INCLUDED UNLESS SPECIFICALLY NOTED AS SPARES ON QUOTE, CUSTOMER TO PROVIDE COUNTS AS REQUIRED. NOTE 5: MISC. ACCESSORIES/ITEMS ARE NOT INCLUDED UNLESS NOTED ON QUOTE (INCLUDING BUT NOT LIMITED TO: LAMPS, HANGERS, STEMS, MOUNTING ACCESSORIES, BATTERIES, ETC.). NOTE 6: FREIGHT ALLOWANCE IS BASED ON ORDERS FOR A SINGLE SHIPMENT/RELEASE. MULTIPLE SHIPMENTS/RELEASES MAY INCUR ADDITIONAL FREIGHT CHARGES. NOTE 7: LINEAR RUNS DO NOT INCLUDE CORNERS, TRANSITIONS OR CUSTOM ENDS UNLESS SPECIFICALLY NOTED IN CATALOG NUMBER. NOTE 8A: START-UP, COMMISSIONING and/or TRAINING FOR CONTROL SYSTEMS AND/OR INVERTERS ARE NOT INCLUDED IN PRICE UNLESS NOTED OTHERWISE ON THIS QUOTE. NOTE 8B: 3RD PARTY VERIFICATION NOT INCLUDED WITH CONTROLS, UNLESS OTHERWISE STATED. NOTE 8C: IF START-UP, COMMISSIONING and/or TRAINING FOR CONTROL SYSTEMS IS INCLUDED IN THIS QUOTATION, IT COVERS JOB SITE VISIT(S) WITH THE UNDERSTANDING THAT ALL DEVICES ARE INSTALLED AND WIRED PROPERLY. IF A RETURN TRIP IS REQUIRED DUE TO FIELD CONDITIONS and/or WIRING ISSUES, ADDITIONAL COSTS WILL INCUR. NOTE 8D: IF PROJECT IS COMPLETED IN PHASES WITHOUT NOTIFICATION ADDITIONAL START-UP COSTS WILL INCUR FOR EACH RETURN VISIT REQUIRED. NOTE 9: BAA/BABAA & ARRA ARE CONSIDERED NOT TO BE REQUIREMENTS OF THIS QUOTE, UNLESS OTHERWISE NOTED. NOTE 10: VIBRATION DAMPENER NOT INCLUDED IN POLES UNLESS OTHERWISE NOTED. NOTE 11: LEAD TIMES ARE ESTIMATES ONLY, AND BEGIN UPON CLEAN RELEASED ORDER AND/OR APPROVED DRAWINGS. NOTE 12: MLAZGAR IS NOT RESPONSIBLE FOR ANY LIQUIDATED DAMAGES/PENALTY FEES DUE TO PRODUCT NOT ARRIVING IN TIME FOR PROJECT COMPLETION. Mfg Terms: Freight Allowance Minimum Order COOP COOPER Freight Allowed SWRX SENSORWORX Plus Freight Page 32 of 104 ELECTRICAL PROPOSAL FOR JACKSON FIRE DEPARTMENT LIGHTING CONTROLS WRITTEN BY BRETT STAPELFELDT April 24, 2026 www.empower-elec.com 2238 W. Bluemound Rd. Suite E Waukesha, WI 53186 • (262)-395-4313 Page 33 of 104 Project Name: Jackson Fire Department Lighting Controls Address: N168W19851 Main Street Jackson WI Addendums: NA Walk Date: NA Plan Date: 4/10/2026 ABOUT THIS PROPOSAL Thank you for giving Empower Electric the opportunity to provide you with a proposal for the above-mentioned project. Below you will find a detailed breakout of the projects scope of work. Please also take note of the inclusions and exclusions for this project. All work outlined within this proposal shall be done during normal business hours of Monday-Friday (unless outlined below in this proposal). By signing below or submitting a PO for this project you are hereby agreeing to this proposal. If you have any questions or concerns, please contact us at any time. Page 34 of 104 BASE BID PRICING (Includes 100% MBE/WBE) Electrical Labor: $80,500 Electrical Materials: $16,500 Controls Price: $86,250 Total Proposal: $183,250 BASE BID SCOPE 1. Furnish and install all new lighting controls per attached controls plan a. As rooms are completed they will be programmed upon completion or at the end of the day for minimal disruption to owner 2. All existing Touche’ lighting controls to be turned over to owner upon request INCLUSIONS 1. Permit 2. Clean Up/Testing EXCLUSIONS 1. Painting/Patching SIGN BELOW TO ACCEPT THIS PROPOSAL X Page 35 of 104 W133 N5030 Campbell Dr. Menomonee Falls, WI 53051 262-781-8230 Mlazgar Associates BID# 2026-00988 16350 W. Glendale Dr. July 30, 2026 New Berlin, WI 53151 ATTN: Brian Haggerty RE: Village of Jackson Controls Upgrade We are pleased to submit our proposal for this project, detailed as follows: Scope of Work: Total = $ 97,360.00 All work is based on the Design Documents provided by Mlazgar on 5/6/20266. • Remove existing lighting controls as indicated on provided documents. • Furnish and install new lighting control devices in locations as indicated on plans provided by Mlazgar. • Program new devices throughout building, coordinate with Mlazgar Associates. Alternate – Provide Dimming Wire Adder: ADD = $ 1,898.00 • Dimming wire provided for fixtures located within the second floor corridor adjacent to sleeping areas. Lighting Controls Material Only: ADD = $ 86,250.00 • Lighting controls material only purchased directly by the Village of Jackson from Mlazgar. • This amount is not included in the base scope of work. • All management, shipping and receiving shall be by others and not managed by Staff Electric since this is an owner direct purchase. Clarifications/Qualifications: 1. Patching/painting or wall repairs, if necessary, shall be by others. 2. This proposal assumes all existing above-ceiling and open ceiling areas are code compliant. Any work required to bring existing conditions into compliance is excluded from this scope. 3. Dumpsters are onsite provided by others. 4. Proposal assumes project completion of June 2027 to avoid labor escalations. 5. Premium time (off hours) work is not included. 6. Includes applicable taxes. 7. No Bond Included. 8. All pricing is based on current quotes as of the date of this proposal. Any new, increased, or additional tariffs, duties, taxes, or related governmental charges imposed after the date of this quote shall be the buyer's responsibility. Staff Electric reserves the right to adjust pricing accordingly and bill these additional charges, and the buyer acknowledges and agrees to pay such adjustments. These charges may include price increases and line-item surcharges passed on from our suppliers. Page 36 of 104 Page 2 Please feel free to contact me if you have any questions or require additional information. Sincerely, STAFF ELECTRIC CO., INC. Jeff Huckstorf Jeff Huckstorf Project Manager Jhuckstorf@staffelectric.com 414-254-8998 Page 37 of 104 STAFF MEMO Meeting Date: August 20, 2026 Agenda Item: Item #4 To: Brian Heckendorf, Village President Village of Jackson Plan Commission Jen Heidtke, Village Administrator From: Collin Johnson, Director of Inspections and Zoning Subject: Conditional Use and Site Plan Review – N174 W21370 Alcan Drive – Germantown Iron and Steel Background and Analysis: The applicant, GIS Real Estate Holdings, LLC d/b/a Germantown Iron and Steel is proposing to construct an exterior crane bay to aid in their material handling need s at their Alcan Drive location in the Village of Jackson Northwest Business Park. The 10,000 square foot, 50-foot wide by 200-foot-long and 30’10” high exterior framed structure will be located along the north side of their existing building and would allow trucks to back under it for unloading of heavy steel materials used in their fabrication processes. It consists of a heavy steel frame and gray ribbed steel siding along the north and west elevations. The parcel is bordered to the north by P.W. Walsh Company, a machinery rigging and moving company and to the south by Jamies Truck & Trailer Painting who p erforms painting and minor body work for semi-tractors and trailers. Comprehensive Plan & Zoning Impacts: The property is designated as Industrial under the current Comprehensive Plan and zoned Planned Unit Development (PUD). The updated zoning map will designate the parcel as M-1 Limited Manufacturing. This district is intended to allow primarily indoor industrial storage, office, and other associated business and support uses. Allowable uses are geared toward activities which are not associated with high levels of noise, odor, particulate emissions, and other potential nuis ances. Outdoor uses are limited to those that are accessory to indoor principal uses. Architectural, site design, landscaping, and other requirements are intended to ensure compatibility with nearby residential, institutional, and conservancy uses. The M-1 Limited Manufacturing District has dimensional standards that include a 30-foot front yard setback, a 12-foot side yard setback, and a 25-foot rear yard setback. A maximum building height of 35 feet is also established. Manufacturing uses are allowed by right. The proposed structure is well within the setback areas. The consulting Village Engineer has reviewed the plans and has indicated there are no concerns related to stormwater management since the building will not increase the impervious surface of the parcel. A conditional use approval is required to operate the proposed entity within the current Planned Unit Development District. Site Plan: See attached location map and site plan. Village of Jackson Plan Commission Page 38 of 104 Page 2 __________________________________ Additional Staff Comments: Fire Department Extend gravel drive located along the north end of the property around the new structure and connect it to the existing paved lot area to provide full 360° access. Review Procedures: The Plan Commission is advisory; and the Village Board makes the final decision. Notice Requirements: x Posting on the agenda x Notification of all contiguous property owners x Publication of a Class II Legal Notice is required at least one week prior to the Public Hearing Potential Action: Motion to recommend the Village Board approve the co nditional use request and site plan for Germantown Iron and Steel, to construct a steel frame crane bay at N174 W21370 Alcan Drive, conditioned upon the following: 1. Owner shall extend the existing gravel access road lo cated along the north side of the property to the east providing full access around the proposed new structure. Attachments: 1. Plan Commission Application 2. Location Map and Site Plan 3. Civil Plans and Building Elevations Page 39 of 104 Page 40 of 104 Page 41 of 104 Page 42 of 104 Page 43 of 104 Page 44 of 104 July 16, 2026 Project Narrative Project: Germantown Iron & Steel N174W21370 Alcan Drive Jackson, WI 53037 Germantown Iron & Steel is requesting review and approval for a conditional use permit amendment for a new exterior framed crane bay located on the north side of their existing building. The property is 6.30 acres and is zoned PUD (IND). Germantown Iron & Steel is a steel fabrication and manufacturing company that currently operates out of their 53,000 square feet facility in Jackson, WI. The proposed project will include a 10,000 square foot exterior framed crane bay. The crane bay will be located just north of the existing facility and will be constructed with concrete foundation columns, steel beams, and be open to the elements. The current space is used as vehicular areas and/or outside storage. The crane bay will allow for more efficient loading and unloading of materials. The area disturbed by the project will be 475 square feet. This area will be from the removal of asphalt and base for concrete foundations to be placed. No changes will be needed for the landscaping or utilities for the site. Vehicle traffic will not be changed as current flow in and out of the site will remain the same. This addition will have minimum impact on the surrounding areas or future development of the site. Page 45 of 104 Page 46 of 104 Page 47 of 104 N174 W21370 Alcan Drive Address Point Current Parcel Parcel Taxkey & Acreage Certified Survey Number Lot Number Local Road Labels Local Road Municipality Right-of-Way Plat Certified Survey Map Lot PLSS Quarter PLSS Section PLSS Boundary Ortho2024 Red: Red Green: Green Blue: Blue 7/20/2026, 4:05:29 PM 0 160 32080 ft 0 40 8020 m 1:1,200 Page 48 of 104 PROPOSED EXTERIOR FRAMECRANE BAY (10,000 SF)CIVIL FF = 915.70ARCH FF = 100'-0" SHEET NUMBER PROJECT INFORMATION PROFESSIONAL SEAL JOB NUMBER260194300 CRANE ADDITION FOR:GERMANTOWN IRON & STEELALCAN DRIVE ●JACKSON, WISCONSIN 53037 SHEET NUMBER PROJECT INFORMATION PROFESSIONAL SEAL JOB NUMBER260194300 CRANE ADDITION FOR:GERMANTOWN IRON & STEELALCAN DRIVE ●JACKSON, WISCONSIN 53037 SHEET DATESISSUED FOR APPROVAL C0.1CIVIL COVER SHEET IFAJULY 16, 2026 GERMANTOWN IRON & STEELCRANE ADDITION FOR:JACKSON, WI SHEET INDEX NUMBERSHEET NAME / DESCRIPTIONC0.1 COVER SHEETC0.2 SPECIFICATIONSC1.0 EXISTING SITE AND DEMOLITION PLANC1.1SITE GRADING, UTILITY, AND EROSION CONTROL PLAN LOCATION MAP PROJECT CONTACTSOWNER INFORMATION:CIVIL:GERMANTOWN IRON & STEEL CORPORATIONKYLE FROSTN174W21370 ALCAN DR.JACKSON, WI 53037Phone: (262) 677-2530Email: KyleF@gogis.com DEVIN WINTER, PEPhone: (920) 322-1777E-mail: devin.winter@excelengineer.com SITE PLAN OVERVIEW TO OBTAIN LOCATION OFPARTICIPANTS' UNDERGROUNDFACILITIES BEFORE YOU DIG INWISCONSINCALL DIGGERS HOTLINE1-800-242-8511TOLL FREE TELEFAX (414) 259-0947TDD (FOR THE HEARING IMPAIRED)1-800 542-2289WISCONSIN STATUTE 182.0175 (1974)REQUIRES MINIMUM OF 3 WORK DAYSNOTICE BEFORE YOU EXCAVATE 30'0 30'60'SCALE: 1"= 30' 1.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL WORK IN ROW PERMITS.2.CONTRACTOR SHALL CONTACT RYAN WILGREEN FOR COMPLETION OF FOOTINGCERTIFICATION AT 920-926-9800 OR RYAN.W@EXCELENGINEER.COM. GENERAL PROJECT NOTESPROJECT NOTES CITY PLANNER:COLLIN JOHNSONPhone: (262) 677-9696E-mail: collin.johnson@villageofjacksonwi.govCITY FIRE CHIEF:AARON SWANEYPhone: (262) 677-3811E-mail: aswaney@jacksonfdwi.govCITY BUILDING INSPECTOR:COLLIN JOHNSONPHONE: (262) 677-9696E-MAIL: collin.johnson@villageofjacksonwi,govCITY DIRECTIOR OF PUBLIC WORKS:JACK STREHLERPhone: (262) 677-0707E-mail: jack.straehler@villageofjacksonwi.gov NORTH NORTH 000.00 C ET T 800 800 000.00 FL000.00 TC000.00 BW000.00 TW FOR STAKEOUT LOCATION AND OFFSETS.LOCATION. REFER TO STAKEOUT POLICYVERIFY STATION FOR INLETSTAKEOUT INFORMATION: STAKEOUT INFORMATION:VERIFY STATION FOR INLETLOCATION. REFER TO STAKEOUT POLICYFOR STAKEOUT LOCATION AND OFFSETS. 000.00 FG000.00 BG NOTE: ALL SYMBOLS SHOWN MAY NOT APPEAR ON DRAWINGS.IDENTIFICATIONSYM.LEGEND PROPOSED SPOT ELEVATIONS (FLOW LINE OF CURBUNLESS OTHERWISE SPECIFIED)EXISTING GRADE SPOT ELEVATIONSPROPOSED SPOT ELEVATIONS (REFERENCE R-WALLDETAIL) BG-FINISHED SURFACE GRADE AT BACK OF WALLFG-FINISHED SURFACE GRADE AT FRONT OF WALL PROPOSED SPOT ELEVATIONS (TOP OF CURB, FLOWLINEOF CURB)PROPOSED SPOT ELEVATIONS (TOP OF WALK, BOTTOMOF WALK @ FLOWLINE)000.00 EG EXISTING WATER VALVE IN BOX PROPOSED WATER VALVE IN BOX EXISTING WATER VALVE IN MANHOLEEXISTING WATER SERVICE VALVE EXISTING TELEPHONE MANHOLEEXISTING STORM CATCH BASIN PROPOSED STORM CATCH BASIN - ST CB PROPOSED STORM FIELD INLET - ST FI EXISTING SQUARE CATCH BASINEXISTING STORM CURB INLET PROPOSED STORM CURB INLET - ST CI EXISTING UTILITY POLEEXISTING UTILITY POLE WITH GUY WIREEXISTING STREET LIGHTEXISTING TELEPHONE PEDESTALEXISTING ELECTRIC PEDESTALEXISTING 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 FOUND3/4" REBAR FOUND2" IRON PIPE FOUND1" IRON PIPE FOUND EXISTING FLOOD LIGHT SECTION CORNER PROPOSED APRON END SECTION EXISTING MARSH AREAEXISTING DECIDUOUS TREE WITH TRUNK DIAMETEREXISTING CONIFEROUS TREEEXISTING SHRUBEXISTING 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 VALVEEXISTING WOODED AREAEXISTING HEDGE EXISTING CHAINLINK FENCEEXISTING WOOD FENCEEXISTING BARBED WIRE FENCEEXISTING GUARD RAILEXISTING 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 LINEEXISTING UNDERGROUND ELECTRIC CABLEEXISTING UNDERGROUND TELEPHONE CABLEEXISTING UNDERGROUND GAS LINE EXISTING CURB AND GUTTER GRADING/SEEDING LIMITS RIGHT-OF-WAY LINEINTERIOR PROPERTY LINERAILROAD 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 LINEPROPOSED CURB AND GUTTERPROPOSED GROUND CONTOUR IDENTIFICATIONSYM. PROPOSED CLEANOUTPROPOSED DOWNSPOUT TO GRADE SPOT ELEVATIONS EXISTING SITE SYMBOLS EXISTING LINETYPES PROPOSED SITE SYMBOLS PROPOSED LINETYPES PROPOSED UNDERGROUND GAS LINEPROPOSED UNDERGROUND TELEPHONE CABLEPROPOSED UNDERGROUND ELECTRIC CABLEPROPOSED UNDERGROUND FIBER OPTIC LINEPROPOSED GUARD RAIL MATCHLINEPROPOSED PROPERTY LINEPROPOSED OVERHEAD UTILITY LINE PROPOSED CHAINLINK FENCEPROPOSED WOOD FENCEPROPOSED BARBED WIRE FENCE PROPOSED WATER VALVE IN MANHOLEPROPOSED WATER SERVICE VALVE SHEETS BELOW INTENDED TO BE PRINTED IN: COLOR. REFER TO DIGITAL FORMATDRAWINGS IF PRINTED GRAYSCALE TO ENSURE SCOPE CLARITY. PROPOSED DOWNSPOUT TO RISER NORTH CONSTRUCTION STAKING SHALL BE COMPLETED BY EXCEL ENGINEERING AS REQUESTED BYTHE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. CONTRACTOR TO CONTACT RYANWILGREEN AT 920-926-9800 OR RYAN.W@EXCELENGINEER.COM TO GET STAKING PRICE TOINCLUDE IN BID TO OWNER. PAYMENT OF STAKING COSTS ABOVE AND BEYOND THE BASEPRICE DUE TO RESTAKING WILL BE THE RESPONSIBILITY OF THE CONTRACTOR, NOT THEOWNER. CAD DRAWING FILES AND SURVEY CONTROL WILL NOT BE PROVIDED FOR STAKINGPURPOSES. CONSTRUCTION STAKING SERVICES PROJECT LOCATION 07/16/2026 Page 49 of 104 SHEET DATESISSUED FOR APPROVAL C0.2CIVIL SPECIFICATIONS IFAJULY 16, 2026 SHEET NUMBER PROJECT INFORMATION PROFESSIONAL SEAL JOB NUMBER260194300 CRANE ADDITION FOR:GERMANTOWN IRON & STEELALCAN DRIVE ●JACKSON, WISCONSIN 53037 SHEET NUMBER PROJECT INFORMATION PROFESSIONAL SEAL JOB NUMBER260194300 CRANE ADDITION FOR:GERMANTOWN IRON & STEELALCAN DRIVE ●JACKSON, WISCONSIN 53037 CIVIL SPECIFICATIONSDIVISION 31 EARTH WORK31 10 00 SITE CLEARING (DEMOLITION)A.CONTRACTOR SHALL CALL DIGGER'S HOT LINE AND CONDUCT A PRIVATE UTILITYLOCATE AS REQUIRED TO ENSURE THAT ALL UTILITIES HAVE BEEN LOCATED BEFORESTARTING SITE DEMOLITION. DESIGN ENGINEER SHALL BE NOTIFIED OF ANYDISCREPANCIES BETWEEN PLAN AND FIELD CONDITIONS PRIOR TO CONSTRUCTION.B.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 DURINGCONSTRUCTION.C.CONTRACTOR TO PROTECT EXISTING IMPROVEMENTS THAT ARE SCHEDULED TOREMAIN. ANY DAMAGE TO EXISTING FACILITIES SHALL BE REPLACED ATCONTRACTORS EXPENSE. 31 20 00 EARTH MOVINGA.CONTRACTOR SHALL CALL DIGGER'S HOT LINE AND CONDUCT A PRIVATE UTILITYLOCATE AS REQUIRED TO ENSURE THAT ALL UTILITIES HAVE BEEN LOCATED BEFORESTARTING EXCAVATION. DESIGN ENGINEER SHALL BE NOTIFIED OF ANYDISCREPANCIES 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 CONSTRUCTIONWORK. ALL EXCAVATION AND BACKFILL FOR ELECTRICALS AND MECHANICALS ARETHE RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR UNLESS OTHERWISE SPECIFIEDIN THE BID DOCUMENTS.C.ALL ORGANIC TOPSOIL INSIDE THE BUILDING AREA, UNDER PAVED AREAS, AND ATSITE FILL AREAS SHALL BE REMOVED. PROOF ROLL SUBGRADES BEFORE PLACING FILLWITH HEAVY PNEUMATIC-TIRED EQUIPMENT, SUCH AS A FULLY-LOADED TANDEMAXLE DUMP TRUCK, TO IDENTIFY SOFT POCKETS AND AREAS OF EXCESS YIELDING.CONTRACTOR SHALL VERIFY TOPSOIL DEPTHS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REVIEW AND FOLLOW THE RECOMMENDATIONS OF THEGEOTECHNICAL REPORT AND ACCOUNT FOR EXISTING CONDITIONS PRIOR TOSUBMITTING BID FOR THE PROJECT. EXCESS MATERIALS SHALL BE REMOVED FROMTHE SITE UNLESS OTHERWISE DIRECTED IN THE PLANS OR BY LOCAL ZONINGREQUIREMENTS.D.PLACE AND COMPACT FILL MATERIAL IN LAYERS TO REQUIRED ELEVATIONS.UNIFORMLY MOISTEN OR AERATE SUBGRADE AND EACH SUBSEQUENT FILL ORBACKFILL LAYER BEFORE COMPACTION AS RECOMMENDED TO ACHIEVE SPECIFIEDDRY DENSITY. REMOVE AND REPLACE, OR SCARIFY AND AIR DRY, OTHERWISESATISFACTORY SOIL MATERIAL THAT IS TOO WET TO COMPACT TO SPECIFIED DRYDENSITY.E.PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 8" IN LOOSE DEPTHFOR MATERIAL COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORETHAN 4" IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HAND-OPERATEDTAMPERS.F.COMPACT THE SOIL TO NOT LESS THAN THE FOLLOWING PERCENTAGES OF MAXIMUMDRY DENSITY ACCORDING TO ASTM D 698, STANDARD PROCTOR TEST. FILL MAY NOTBE PLACED ON FROZEN GROUND AND NO FROZEN MATERIALS MAY BE USED FORBACK FILL. APPLY THE MORE STRINGENT REQUIREMENTS WHEN COMPARINGBETWEEN THE FOLLOWING AND THE GEOTECHNICAL REPORT.1.UNDER FOUNDATIONS - SUBGRADE, AND EACH LAYER OF BACKFILL OR FILLMATERIAL, TO NOT LESS THAN 98 PERCENT.2.UNDER EXTERIOR CONCRETE AND ASPHALT PAVEMENTS - COMPACT THESUBGRADE AND EACH LAYER OF BACKFILL OR FILL MATERIAL TO NOT LESS THAN95 PERCENT.3.UNDER LAWN OR UNPAVED AREAS - COMPACT SUBGRADE AND EACH LAYER OFBACKFILL OR FILL MATERIAL, TO NOT LESS THAN 85 PERCENT.G.CONTRACTOR SHALL ENGAGE A QUALIFIED INDEPENDENT TESTING AND INSPECTINGAGENCY TO PERFORM FIELD TESTS AND INSPECTIONS. CONTRACTOR SHALL PROVIDEDOCUMENTATION OF PASSING DENSITY TESTING AND PROOF-ROLLING TO ENGINEERUPON COMPLETION. IT IS SUGGESTED THAT THE GEOTECHNICAL FIRM USED TOPERFORM THE SUBSURFACE SOIL INVESTIGATION BE ENGAGED FOR THE FIELDQUALITY CONTROL TESTS. THE GEOTECHNICAL REPORT WAS PERFORMED BYH.ALLOW THE TESTING AGENCY TO TEST AND INSPECT SUBGRADES AND EACH FILL ORBACKFILL LAYER. PROCEED WITH SUBSEQUENT EARTHWORK ONLY AFTER TESTRESULTS 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 OFWALL STRIP FOOTING.I.WHEN THE TESTING AGENCY REPORTS THAT SUBGRADES, FILLS, OR BACKFILLS HAVENOT ACHIEVED DEGREE OF COMPACTION SPECIFIED, SCARIFY AND MOISTEN ORAERATE, OR REMOVE AND REPLACE SOIL TO DEPTH REQUIRED; RECOMPACT ANDRETEST UNTIL SPECIFIED COMPACTION IS OBTAINED.J.THE BUILDING SITE SHALL BE GRADED TO PROVIDE DRAINAGE AWAY FROM THEBUILDING AS INDICATED ON THE PLANS. SITE EARTHWORK SHALL BE GRADED TOWITHIN 0.10' OF REQUIRED EARTHWORK ELEVATIONS ASSUMING POSITIVE DRAINAGEIS MAINTAINED IN ACCORDANCE WITH THE GRADING PLAN. 31 30 00 EROSION CONTROLA.THE GRADING PLAN REFLECTS LESS THAN 1 ACRE OF DISTURBED AREA. THE SITE ISTHEREFORE EXEMPT FROM WISCONSIN DEPARTMENT OF NATURAL RESOURCES NR216 NOTICE OF INTENT REQUIREMENTS. THE DESIGN ENGINEER SHALL PREPARE ANEROSION CONTROL PLAN TO MEET NR 151.105 CONSTRUCTION SITE PERFORMANCESTANDARDS FOR NON-PERMITTED SITES.B.EROSION AND SEDIMENT CONTROL IMPLEMENTED DURING CONSTRUCTION SHALLSTRICTLY COMPLY WITH THE GUIDELINES AND REQUIREMENTS SET FORTH INWISCONSIN ADMINISTRATIVE CODE (W.A.C.) NR 151, THE STATE OF WISCONSINDEPARTMENT OF NATURAL RESOURCES RUNOFF MANAGEMENT PERFORMANCESTANDARDS. TECHNICAL STANDARDS PUBLISHED BY THE WISCONSIN DNR SHALLALSO BE UTILIZED TO IMPLEMENT THE REQUIRED PERFORMANCE STANDARDS. THEMETHODS AND TYPES OF EROSION CONTROL WILL BE DEPENDENT ON THE LOCATIONAND TYPE OF WORK INVOLVED. ALL SEDIMENT CONTROL MEASURES SHALL BEADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION, ANDINSTALLED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACEMATERIAL. BELOW IS A LIST OF EROSION AND SEDIMENT CONTROL BESTMANAGEMENT PRACTICES TO ACHIEVE THE PERFORMANCE STANDARDS REQUIRED.1.STORM DRAIN INLET PROTECTION SHALL BE PROVIDED FOR ALL NEW ANDDOWNSTREAM STORM CATCH BASINS AND CURB INLETS. TYPE D-M PROTECTIONSHOULD BE PROVIDED AND SHALL BE IN CONFORMANCE WITH WISCONSIN DNRTECHNICAL STANDARD 1060 (CURRENT EDITION).2.DUST CONTROL MEASURES SHALL BE PROVIDED TO REDUCE OR PREVENT THESURFACE AND AIR TRANSPORT OF DUST DURING CONSTRUCTION. CONTROLMEASURES INCLUDE APPLYING MULCH AND ESTABLISHING VEGETATION, WATERSPRAYING, SURFACE ROUGHENING, APPLYING POLYMERS, SPRAY-ON TACKIFIERS,CHLORIDES, AND BARRIERS. SOME SITES MAY REQUIRE AN APPROACH THATUTILIZES A COMBINATION OF MEASURES FOR DUST CONTROL. FOLLOWPROCEDURES FOUND IN WISCONSIN DNR TECHNICAL STANDARD 1068 (CURRENTEDITION).3.THE USE, STORAGE, AND DISPOSAL OF CHEMICALS, CEMENT, AND OTHERCOMPOUNDS AND MATERIALS USED ON SITE SHALL BE MANAGED DURING THECONSTRUCTION PERIOD TO PREVENT THEIR TRANSPORT BY RUNOFF INTO WATERSOF THE STATE.4.CONTRACTOR SHALL PROVIDE AN OPEN AGGREGATE CONCRETE TRUCK WASHOUTAREA ON SITE. CONTRACTOR TO ENSURE THAT CONCRETE WASHOUT SHALL BECONTAINED TO THIS DESIGNATED AREA AND NOT BE ALLOWED TO RUN INTOSTORM INLETS OR INTO THE OVERLAND STORMWATER DRAINAGE SYSTEM.WASHOUT AREA SHALL BE REMOVED UPON COMPLETION OF CONSTRUCTION.5.TEMPORARY SITE RESTORATION SHALL TAKE PLACE IN DISTURBED AREAS THATWILL NOT BE BROUGHT TO FINAL GRADE OR ON WHICH LAND DISTURBINGACTIVITIES WILL NOT BE PERFORMED FOR A PERIOD GREATER THAN 14 DAYS ANDREQUIRES VEGETATIVE COVER FOR LESS THAN ONE YEAR. THIS TEMPORARY SITERESTORATION REQUIREMENT ALSO APPLIES TO SOIL STOCKPILES THAT EXIST FORMORE THAN 7 DAYS. PERMANENT RESTORATION APPLIES TO AREAS WHEREPERENNIAL VEGETATIVE COVER IS NEEDED TO PERMANENTLY STABILIZE AREAS OFEXPOSED SOIL. PERMANENT STABILIZATION SHALL OCCUR WITHIN 3 WORKINGDAYS OF FINAL GRADING. TOPSOIL, SEED, AND MULCH SHALL BE IN GENERALCONFORMANCE WITH TECHNICAL STANDARDS 1058 AND 1059 AND SHALL MEETTHE SPECIFICATIONS FOUND IN THE LANDSCAPING AND SITE STABILIZATIONSECTION OF THIS CONSTRUCTION DOCUMENT. ANY SOIL EROSION THAT OCCURSAFTER FINAL GRADING AND/OR FINAL STABILIZATION MUST BE REPAIRED AND THESTABILIZATION WORK REDONE.6.IF SITE DEWATERING IS REQUIRED FOR PROPOSED CONSTRUCTION ACTIVITIES, ALLSEDIMENT LADEN WATER GENERATED DURING THE DEWATERING PROCESS SHALLBE TREATED TO REMOVE SEDIMENT PRIOR TO DISCHARGING OFF-SITE OR TOWATERS OF THE STATE. FOLLOW ALL PROCEDURES FOUND IN TECHNICALSTANDARD 1061.7.ALL OFF-SITE SEDIMENT DEPOSITS OCCURRING AS A RESULT OF CONSTRUCTIONWORK OR A STORM EVENT SHALL BE CLEANED UP BY THE END OF EACH WORKINGDAY. DUST CONTROL REQUIREMENTS SHALL BE FOLLOWED PER WI DNRTECHNICAL STANDARD 1068 (CURRENT EDITION). FLUSHING SHALL NOT BEALLOWED.C.ALL EROSION CONTROL DEVICES SHALL AT A MINIMUM BE INSPECTED EVERY 7CALENDAR DAYS OR EVERY 14 DAYS AND WITHIN 24 HOURS OF THE END OF A RAINEVENT OF 0.5" OR MORE. MAINTENANCE SHALL BE PERFORMED PER WISCONSINADMINISTRATIVE CODE (W.A.C.) NR 151 STORMWATER MANAGEMENT TECHNICALSTANDARD REQUIREMENTS.D.EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL THE AREA(S) SERVEDHAVE ESTABLISHED VEGETATIVE COVER.E.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL EROSION CONTROLPERMITS. DIVISION 32 EXTERIOR IMPROVEMENTS32 20 00 AGGREGATE BASE & ASPHALT PAVEMENTA.CONTRACTOR TO PROVIDE COMPACTED AGGREGATE BASE AND HOT MIX ASPHALTPAVEMENT WHERE INDICATED ON THE PLANS. ALL AGGREGATE PROVIDED MUSTCOMPLY WITH SECTION 305 OF THE WISCONSIN STANDARD SPECIFICATIONS FORHIGHWAY AND STRUCTURE CONSTRUCTION. PROVIDE HOT MIX ASPHALT MIXTURETYPES PER SECTION 460 OF THE WISCONSIN STANDARD SPECIFICATIONS FORHIGHWAY AND STRUCTURE CONSTRUCTION. CONTRACTOR SHALL OBTAIN ANDREVIEW SOILS REPORT FOR RECOMMENDATIONS FOR GEO-GRID / GEOTEXTILE BELOWCRUSHED AGGREGATE (IF APPLICABLE). CONTRACTOR TO PROVIDE AGGREGATE BASEAND HOT MIX ASPHALT PAVEMENT TYPES AND DEPTHS AS INDICATED BELOW:B.CONTRACTOR TO COMPACT THE AGGREGATE BASE, ASPHALT BINDER COURSE, ANDASPHALT SURFACE COURSE TO AN AVERAGE DENSITY PER WISCONSIN STANDARDSPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION. ALL ASPHALTPAVEMENT AREAS SHALL BE PAVED TO WITHIN 0.05' OF DESIGN SURFACE GRADESWITH POSITIVE DRAINAGE BEING MAINTAINED IN ACCORDANCE WITH DESIGN PLANS.A MINIMUM OF 1% SLOPE SHALL BE MAINTAINED IN ALL ASPHALT PAVEMENT AREA.C.HOT MIX ASPHALT CONSTRUCTION TO BE PROVIDED PER MORE STRINGENTREQUIREMENTS OF GEOTECHNICAL REPORT OR CONSTRUCTION DOCUMENTS. 32 30 00 LANDSCAPING AND SITE STABILIZATIONA.TOPSOIL: CONTRACTOR TO PROVIDE A MINIMUM OF 6” OF TOPSOIL FOR ALLDISTURBED OPEN AREAS, OTHER THAN A LANDSCAPE ISLANDS SHALL BE PROVIDEDWITH A MINIMUM OF 10” OF TOPSOIL. REUSE SURFACE SOIL STOCKPILED ON SITEAND SUPPLEMENT WITH IMPORTED OR MANUFACTURED TOPSOIL FROM OFF SITESOURCES WHEN QUANTITIES ARE INSUFFICIENT. EXCAVATOR SHALL BE RESPONSIBLEFOR ROUGH PLACEMENT OF TOPSOIL TO WITHIN 1” OF FINAL GRADE PRIOR TOLANDSCAPER FINAL GRADING. LANDSCAPER TO PROVIDE PULVERIZING AND FINALGRADING OF TOPSOIL. PROVIDE SOIL ANALYSIS BY A QUALIFIED SOIL TESTINGLABORATORY AS REQUIRED TO VERIFY THE SUITABILITY OF SOIL TO BE USED ASTOPSOIL AND TO DETERMINE THE NECESSARY SOIL AMENDMENTS. TEST SOIL FORPRESENCE OF ATRAZINE AND INFORM EXCEL ENGINEERING, INC. IF PRESENT PRIOR TOBIDDING PROJECT. TOPSOIL SHALL HAVE A PH RANGE OF 5.5 TO 8, CONTAIN AMINIMUM OF 5 PERCENT ORGANIC MATERIAL CONTENT, AND SHALL BE FREE OFSTONES 1 INCH OR LARGER IN DIAMETER. ALL MATERIALS HARMFUL TO PLANTGROWTH SHALL ALSO BE REMOVED.TOPSOIL INSTALLATION: LOOSEN SUBGRADE TO A MINIMUM DEPTH OF 6 INCHESAND REMOVE STONES LARGER THAN 1” IN DIAMETER. ALSO REMOVE ANY STICKS,ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND DISPOSE OF THEM OFF THEPROPERTY. SPREAD TOPSOIL TO A DEPTH OF 6” BUT NOT LESS THAN WHAT ISREQUIRED TO MEET FINISHED GRADES AFTER LIGHT ROLLING AND NATURALSETTLEMENT. DO NOT SPREAD TOPSOIL IF SUBGRADE IS FROZEN, MUDDY, OREXCESSIVELY WET. GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFACEPLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO WITHIN 0.05 FEET OFFINISHED 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% PERENNIALRYEGRASS (0.6-0.8 LBS./1,000 S.F.), 15% FINE FESCUE (0.4-0.6 LBS/1,000 S.F.). STRAWAND MULCH SHALL BE LAID AT 100LBS/1,000 S.F. FERTILIZE AS PER SOIL TEST ORAPPLY 5-10-10 OR EQUIVALENT AT 5-6 LBS/1,000 S.F. SEE EROSION MATTINGSPECIFICATIONS AS REQUIRED. ALL SITE DISTURBED AREAS NOT DESIGNATED FOROTHER LANDSCAPING AND SITE STABILIZATION METHODS SHALL BE SEEDED ASPERMANENT LAWN. NO BARE TOPSOIL SHALL BE LEFT ONSITE. FOLLOWPROCEDURES FOUND IN WDNR TECHNICAL STANDARDS 1058 & 1059.2.ALL PERMANENT AND TEMPORARY STORM WATER CONVEYANCE SWALE BOTTOMSAND SIDE SLOPES SHALL BE SEEDED WITH THE FOLLOWING MIXTURE: 45%KENTUCKY BLUEGRASS (0.60 LBS./1000 S.F.), 40% CREEPING RED FESCUE (0.50LBS./1,000 S.F.), AND 15% PERENNIAL RYEGRASS (0.20 LBS./1,000 S.F.). FERTILIZE ASPER SOIL TEST OR APPLY 5-10-10 OR EQUIVALENT AT 5-6 LBS./1,000 S.F. SEEEROSION MATTING SPECIFICATIONS AS REQUIRED. FOLLOW PROCEDURES FOUNDIN 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 100LBS./1,000 S.F. FERTILIZE AS PER SOIL TEST OR APPLY 5-10-10 OR EQUIVALENT AT5-6 LBS./1,000 S.F. SEE EROSION MATTING SPECIFICATIONS AS REQUIRED. FOLLOWPROCEDURES FOUND IN WDNR TECHNICAL STANDARDS 1058 & 1059.C.SEEDED LAWN MAINTENANCE: CONTRACTOR TO PROVIDE MAINTENANCE OF ALLLANDSCAPING FOR A PERIOD OF 90 DAYS FROM THE DATE OF INSTALLATION. AT THEEND OF THE MAINTENANCE PERIOD, A HEALTHY, UNIFORM, CLOSE STAND OF GRASSSHOULD BE ESTABLISHED FREE OF WEEDS AND SURFACE IRREGULARITIES. LAWNCOVERAGE SHOULD EXCEED 90% AND BARE SPOTS SHOULD NOT EXCEED 5”X5”.CONTRACTOR SHOULD REESTABLISH LAWNS THAT DO NOT COMPLY WITH THESEREQUIREMENTS AND CONTINUE MAINTENANCE UNTIL LAWNS ARE SATISFACTORY. Page 50 of 104 (TYP)(TYP) SHEET NUMBER PROJECT INFORMATION PROFESSIONAL SEAL JOB NUMBER260194300 CRANE ADDITION FOR:GERMANTOWN IRON & STEELALCAN DRIVE ●JACKSON, WISCONSIN 53037 SHEET DATESISSUED FOR APPROVAL C1.0CIVIL EXISTING SITE AND DEMOLITION PLAN IFAJULY 16, 2026 20'0 20'40'SCALE: 1"= 20' SAWCUT & REMOVE PAVEMENT & BASELEGEND:GENERAL NOTES:·CONTRACTOR TO RESTORE ANY DISTURBED AREA UPONCOMPLETION OF IMPROVEMENTS. NORTH KEYNOTESREMOVE LEAN-TO. COORDINATE WITH OWNER FOR NEW LOCATIONPROTECTAB A B Page 51 of 104 PROPOSED EXTERIOR FRAMECRANE BAY (10,000 SF)CIVIL FF = 915.70ARCH FF = 100'-0" EC 4 EC 4 1(TYP OF 19) 2 (TYP)(TYP)(TYP) SHEET NUMBER PROJECT INFORMATION PROFESSIONAL SEAL JOB NUMBER260194300 CRANE ADDITION FOR:GERMANTOWN IRON & STEELALCAN DRIVE ●JACKSON, WISCONSIN 53037 SHEET DATESISSUED FOR APPROVAL C1.1CIVIL SITE GRADING, UTILITY, AND EROSION CONTROL PLAN IFAJULY 16, 2026 20'0 20'40'SCALE: 1"= 20' KEYNOTESFOUNDATION COLUMNS. (SEE STRUCTURAL PLAN)CRANE FRAME (TYP)INLET PROTECTION 12EC 4 GENERAL NOTES:·CONTRACTOR TO RESTORE ANY DISTURBED AREA UPONCOMPLETION OF IMPROVEMENTS.·CONTRACTOR SHALL PROVIDE STABILIZED CONSTRUCTIONENTRANCE AT CONSTRUCTION ENTRANCE FOR PROPOSEDIMPROVEMENTS AS REQUIRED PER CODE.·CONTRACTOR SHALL PROVIDE CONCRETE WASHOUT AS REQUIREDPER CODE. FINAL LOCATION TBD BY CONTRACTOR.·CONTRACTOR SHALL PROVIDE TEMPORARY INLET PROTECTION FORALL CURB INLETS & CATCH BASINS ONSITE & OFFSITE IMMEDIATELYDOWNSTREAM OF THE PROJECT SITE PER LOCAL CODE. NORTH LEGEND:HATCHPAVEMENT SECTIONHEAVY DUTY ASPHALT SITE INFORMATION:EXISTING ZONING: PUD (IND) WITH CUPPROPOSED ZONING: PUD (IND) WITH CUPPROPOSED USE: INDUSTRIALAREA OF SITE DISTURBANCE: 475 SF FINISH FLOOR EXHIBITNOT TO SCALE EXISTING GRADE (EG) FOUNDATION (SEE STRUCTURAL) CIVIL FF / ARCH FF COLUMN (SEE STRUCTURAL) INLET PROTECTION DETAILNOT TO SCALE Page 52 of 104 GRADE 96'-6" T/WALL 126'-10" 126'-10" GIRT LEVEL 1 113'-3" PROJECT DATUM 100'-0" 1 PROFILE: B DECK COLOR: GRAY VERTICAL METAL WALL PANEL GRADE 96'-6" T/WALL 126'-10" 126'-10" T/STL CRANE 120'-0" GIRT LEVEL 1 113'-3" PROJECT DATUM 100'-0" GRADE 96'-6" T/WALL 126'-10" 126'-10" T/STL CRANE 120'-0" GIRT LEVEL 1 113'-3" PROJECT DATUM 100'-0" GRADE 96'-6" T/WALL 126'-10" 126'-10" GIRT LEVEL 1 113'-3" PROJECT DATUM 100'-0" 1 PROFILE: B DECK COLOR: GRAY VERTICAL METAL WALL PANEL EXTERIOR MATERIAL KEY 1 PROFILE: B DECK COLOR: GRAY VERTICAL METAL WALL PANEL PROJECT INFORMATION PROFESSIONAL SEAL SHEET NUMBER JOB NUMBER ISSUED FOR CONSTRUCTION SHEET DATES 7/15/2026 10:06:28 AM C:\Revit Local\260194300_Struct_Central_V2025_jasonmarkgraf.rvt A2.0 ARCHITECTURAL EXTERIOR ELEVATIONS 260194300 CRANE ADDITION FOR: GERMANTOWN IRON & STEEL ALCAN DRIVE ● JACKSON, WICONSIN 53037 SCALE: 1/8" = 1'-0" NORTH ELEVATION SCALE: 1/8" = 1'-0" SOUTH ELEVATION SCALE: 1/8" = 1'-0" EAST ELEVATION SCALE: 1/8" = 1'-0" WEST ELEVATION IFA JULY 16, 2026 Page 53 of 104 STAFF MEMO Meeting Date: August 20, 2026 Agenda Item: Item #5 To: Brian Heckendorf, Village President Village of Jackson Plan Commission Jen Heidtke, Village Administrator From: Collin Johnson, Director of Inspections and Zoning Subject: Conditional Use and Site Plan Review – W208 N16900 N. Center Street – Washington County Sports Center, Inc. d/b/a WCSC Gymnastics – Jack Anderson, Executive Director Background and Analysis: The applicant, Washington County Sports Center is a non -profit organization offering gymnastics, recreational sports, fitness, and educational programs in Washington County promoting health, inclusivity, and community engagement for all ages. WCSC intends to operate an instructor-led recreational gymnastics, ninja, movement education, and youth fitness program for children ages 2-12. The 45-to-60-minute classes would include a maximum of 10 childre n receiving individualized instruction in a safe and positive environment. Additional functions include homeschool programing, adaptive recreation for children with diverse abilities, birthday parties, specialty workshops, clinics, and occasional community events as well as opportunities to collaborate with community organizations, including Special Olympics and other local partners. The multi-tenant, partially sprinklered building currently houses a commissary kitchen and a retail warehouse business. This location previously housed a retail used book and media center which opened in 2019 and ceased operations shortly thereafter. The two-story, 2,800 square foot tenant space includes a large lobby area, offices and restrooms on the first floor and two larger rooms of 500 sf. and 600 sf. each on the second floor. This portion of the building is not sprinklered and therefore, total occupancy is limited to a maximum of 49 persons however, it is anticipated that occupancy would not reach that amount. Site features include 17 parking spaces including one ADA accessible space as well as on-street parking along the building frontage. Comprehensive Plan & Zoning Impacts: The property is designated as Industrial under the current Comprehensive Plan and zoned M-1 Limited Manufacturing District. There are no anticipated current or future impacts to the Comprehensive Plan . The M-1 Limited Manufacturing District is intended to provide for manufacturing, industrial, and related uses of a limited nature and size in situations where such uses are not located in basic industrial groupings and where the relative proximity to other uses requires more restrictive regulation. Under the proposed new zoning map, the parcel will remain as an M-1 Limited Manufacturing District. General Commercial uses including instructional studios, such as what is being proposed here, would be allowed under a Conditional Use approval. A conditional use approval is required to operate the proposed entity within the current M-1 Limited Manufacturing zoning district. Village of Jackson Plan Commission Page 54 of 104 Page 2 __________________________________ Site Plan: See attached location map and site plan Additional Staff Comments: None Building Inspection and Zoning Staff initially had concerns relating to the community and birthday party events that were mentioned in the application; however, in discussing these with the Executive Director, he has assured me that all special events such these will be limited to a maximum of 10 participants Review Procedures: The Plan Commission is advisory; and the Village Board makes the final decision . Notice Requirements: • Posting on the agenda • Notification of all contiguous property owners • Publication of a Class II Legal Notice is required at least one week prior to the Public Hearing Potential Action: Motion to recommend the Village Board approve the conditional use request and site plan for Washington County Sports Center, Inc. to operate a recreational gymnastics and youth fitness center at W208 N16900 N. Center Street, subject to the following conditions: 1. Parking lot shall be re-striped and include at least one van accessible parking space with appropriate signage. 2. Occupancy shall be limited to that number of persons p osted for each room or space. 3. All signage must comply with the Village of Jackson Sign Code. Attachments: 1. Plan Commission Application 2. Location Map and Building Floor Plan Page 55 of 104 Page 56 of 104 Page 57 of 104 Page 58 of 104 Page 59 of 104 Page 60 of 104 Page 61 of 104 Page 62 of 104 Page 63 of 104 Page 64 of 104 Page 65 of 104 Page 66 of 104 Page 67 of 104 W208 N16900 N. Center Street Address Point Railroad Centerlines Road Centerline STH, CTH State Highway Current Parcel Parcel Taxkey & Acreage Leader Lines Subdivision Name Condominium Name Certified Survey Number Lot Number Landhook 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 7/28/2026, 8:43:22 AM 0 150 30075 ft 0 40 8020 m 1:1,200 Page 68 of 104 Upper Level Shed (located in NE corner of North Parking Lot) W208N16900 South Offices - Bookstore W208N16906 Garage - Rockstar RV W208N16908 - “Door 2” Deal Zone Sale Floor W208N16910 - “Door 3” Deal Zone Office (W208N16912) Loading Dock W208N16914 JPH Dog Training Center (W208N16930) Hexis Consulting (W208N16902) Kitchen Back Entrance (W208N16904) Future Separate Tenant Space (W208N16946) N. Center St. N Spabau Realty LLC W208N16900 N. Center St. assigned addresses Page 69 of 104 STAFF MEMO Meeting Date: August 20, 2026 Agenda Item: Item #6 To: Brian Heckendorf, Village President Village of Jackson Plan Commission Jen Heidtke, Village Administrator From: Collin Johnson, Director of Inspections and Zoning Subject: Conditional Use and Site Plan Review – N172 W21930 Caymus Court – Houseware Distributors, Inc. (HDI) Background and Analysis: Houseware Distributers, Inc. (HDI) completed construction of their current 70,000 square foot facility which includes 5,000 square feet of office space in August of 2022. HDI distributes various product lines including toys, school supplies, cleaning items, hygiene items, personal electronics, spices, kitchen essentials and a variety of other household products. General hours of operation are Monday through Friday from 8:00am to 4:30pm with extended fourth quarter holiday hours during nights and weekends . Employment totals include nine office employees and three warehouse employees. HDI is now looking to expand their existing operation by adding roughly 30,000 additional square feet, two additional loading docks, and one at-grade accessible overhead garage door. The addition would be located at the east end of the existing building. Construction materials will match the current building and include painted precast concrete panels, aluminum glazing, and matching steel personnel and overhead garage doors. Building elevations and color renderings are included as part of the packet. Building and site lighting includes the addition of six perimeter wall packs for building security along the west , south, and east elevations. Photometrics and fixture specifications are provided as part of the packet as well. The current site includes 37 parking stalls, three of which are ADA accessible. Four of those existing stalls will be eliminated leaving a total of 33 spaces. No additional parking is required as the current available parking is more than adequate for current employment levels and visitor traffic. Construction of the addition would require acquisition of roughly 0.156 acres from the adjacent parcel owner to the east. The new parcel would be nearly 6.69 acres (291,416 sf.) in total area. A signed Letter of Interest from the prospective buyers to the prospective seller is attached to demonstrate the preliminary land purchase agreement. An updated Certified Survey Map (CSM) is included as part of this review. Expansion of the adjacent driveway upon the adjacent Elite Tool property will provide the necessary fire lane access and turning requirements for fire department access the east and north sides of the building . These improvements will be necessary and are included as a condition of approval. Proposed landscaping, while minimal, is typical for a building of this type and is representative of nearby development. A landscape buffer which include s four Norway Spruce trees is shown along the south side of the new loading dock area along with some foundational plantings along the north side of the loading docks. Stormwater management is addressed through a regional stormwater system. Comprehensive Plan & Zoning Impacts: The property is designated as Industrial under the current Comprehensive Land Use Plan and is currently Village of Jackson Plan Commission Page 70 of 104 Page 2 __________________________________ zoned Planned Unit Development (PUD). The parcel will be designated as M -1 Limited Manufacturing District under the proposed new zoning map. The M -1 Limited Manufacturing District is intended to allow primarily indoor industrial storage, office, and other associated business and support uses. Allowable uses are geared toward activities which are not associated with high levels of noise, odor, particulate emissions, and other potential nuisances. Outdoor uses are limited to those that are accessory to indoor principal uses. Architectural, site design, landscaping, and other requirements are intended to ensure compatibility with nearby residential, institutional, and conservancy uses. The M-1 Limited Manufacturing District, under the proposed zoning map, requires a minimum lot area of 10,000 square feet, a minimum lot width of 60 fee t, a minimum front yard of 30 feet, a minimum side yard of 12 feet and a minimum rear yard of 20 feet. If permitted to be constructed with the 5 -foot side yard setback as proposed, this building would be classified as a non -conforming under the updated zoning code. Currently, a conditional use and site plan approval is required for the building expansion within the current Planned Unit Development zoning district. Site Plan: See attached location map, site plan, and Certified Survey Map Additional Staff Comments: Building Inspection and Zoning Staff recommends approval of the Conditional Use Permit and Site Plan as submitted. Public Works & Engineering Plan review comments are attached as a separate document to this memo. All items noted in the engineering report will be verified as part of the plan review process. Review Procedures: The Plan Commission is advisory; and the Village Board makes the final decision . Notice Requirements: • Posting on the agenda • Notification of all contiguous property owners • Publication of a Class II Legal Notice is required at least one week prior to the Public Hearing Potential Action: Motion to recommend the Village Board approve the conditional use request and site plan request, and the Certified Survey Map for Parcel: V3_008700R for Houseware Distributors, Inc. (HDI) to construct a 29,800 square foot addition N172 W21930 Caymus Court, subject to the following conditions: 1. Fire department access improvements to Parcel: V3_008700S (Elite Tool property) including an improved paved turning radius within the main access driveway and a graveled “Y” turn area as shown on the site plan shall be fully completed prior to occupancy being granted. 2. All signage must comply with the Village of Jackson Sign Code. Page 71 of 104 Page 3 __________________________________ Attachments: 1. Plan Commission Application 2. Location Map, Site Plan, and Certified Survey Map 3. Architectural Renderings 4. Civil Plans 5. Photometrics and Lighting Details Page 72 of 104 Page 73 of 104 Page 74 of 104 Page 75 of 104 Page 76 of 104 Page 77 of 104 Page 78 of 104 Page 79 of 104 Page 80 of 104 N172 W21930 Caymus Court Address Point Road Centerline STH, CTH County Highway Current Parcel Parcel Taxkey & Acreage Certified Survey Number Lot Number PLSS Monument Local Road Labels Local Road Municipality Right-of-Way Plat Certified Survey Map Lot PLSS Quarter PLSS Section PLSS Boundary Ortho2024 Red: Red Green: Green Blue: Blue 8/5/2026, 2:59:03 PM 0 175 35087.5 ft 0 50 10025 m 1:1,295 Page 81 of 104 Page 82 of 104 Page 83 of 104 OWNER’S CERTIFICATE – LOT 1 AS OWNER, CAYMUS CORNER LLC, A CORPORATION DULY ORGANIZED AND EXISTING UNDER AND BY VIRTUE OF THE LAWS OF THE STATE OF WISCONSIN CERTIFIES THAT SAID CORPORATION CAUSED THE LAND DESCRIBED TO BE SURVEYED, DIVIDED, MAPPED, AND DEDICATED AS REPRESENTED HEREON. I ALSO CERTIFY THAT THIS MAP IS IN ACCORDANCE WITH WISCONSIN STATUTES 236, THE VILLAGE OF JACKSON LAND DIVISION ORDINANCE. _________________________________________________ ANNE MARIE BLAEDOW, AGENT STATE OF WISCONSIN : S S _____________________ COUNTY PERSONALLY CAME BEFORE ME THIS ______ DAY OF ___________________, 202___, _______________________________________________, TO ME KNOWN AS THE PERSONS WHO EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED SAME. ________________________________________________ NOTARY PUBLIC, STATE OF WISCONSIN MY COMMISSION EXPIRES: _____ _______________________________ SURVEYOR’S CERTIFICATE I, J. SCOTT HENKEL, PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT I HAVE SURVEYED, DIVIDED, AND MAPPED THE FOLLOWING LAND AS DIRECTED BY THE OWNERS: OWNER OF NEW LOT 1, CAYMUS CORNERS LLC, AND OWNER OF NEW LOT 2, CB & MB INVESTMENTS, LLC: LOT 1 AND LOT 2 OF CERTIFIED SURVEY MAP 7177, RECORDED AS DOCUMENT NO. 1548844, BEING PART OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 AND THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF FRACTIONAL SECTION 18, TOWNSHIP 10 NORTH, RANGE 20 EAST, VILLAGE OF JACKSON, COUNTY OF WASHINGTON, STATE OF WISCONSIN. CONTAINING 675,006 SQUARE FEET // 15.4960 ACRES, MORE OR LESS. I FURTHER CERTIFY THAT THE MAP PREPARED IS A CORRECT REPRESENTATION OF ALL THE EXTERIOR BOUNDARIES AS SHOWN AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF CHAPTER 236.34 OF THE WISCONSIN STATUTES, AND THE VILLAGE OF JACKSON SUBDIVISION ORDINANCE. ____________________________________________ J. SCOTT HENKEL, PLS 2495 Page 84 of 104 OWNER’S CERTIFICATE – LOT 2 AS OWNER, CB & MB INVESTMENTS, LLC, A CORPORATION DULY ORGANIZED AND EXISTING UNDER AND BY VIRTUE OF THE LAWS OF THE STATE OF WISCONSIN CERTIFIES THAT SAID CORPORATION CAUSED THE LAND DESCRIBED TO BE SURVEYED, DIVIDED, MAPPED, AND DEDICATED AS REPRESENTED HEREON. I ALSO CERTIFY THAT THIS MAP IS IN ACCORDANCE WITH WISCONSIN STATUTES 236, THE VILLAGE OF JACKSON LAND DIVISION ORDINANCE. _________________________________________________ DAVID J. WEISS, AGENT STATE OF WISCONSIN : S S _____________________ COUNTY PERSONALLY CAME BEFORE ME THIS ______ DAY OF ___________________, 202___, _______________________________________________, TO ME KNOWN AS THE PERSONS WHO EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED SAME. ________________________________________________ NOTARY PUBLIC, STATE OF WISCONSIN MY COMMISSION EXPIRES: _____ _______________________________ VILLAGE OF JACKSON PLAN COMMISSION APPROVAL THIS LAND DIVISION IS HEREBY APPROVED BY THE VILLAGE OF JACKSON PLAN COMMISSION ON THIS ________ DAY OF ______________________________, 202____. __________________________________________ __________________ _______________________ BRIAN HECKENDORF, CHAIRMAN LISA HEISER, SECRETARY VILLAGE OF JACKSON VILLAGE BOARD APPROVAL THIS LAND DIVISION IS HEREBY APPROVED, AND ACCEPTED BY THE VILLAGE OF JACKSON VILLAGE BOARD ON THIS ________ DAY OF _____________________________, 202____. ____________________________________________ ________________ _________________________ BRIAN HECKENDORF, VILLAGE PRESIDENT LISA HEISER, VILLAGE CLE RK Page 85 of 104 CAYMUS COURT 3.0% 2.0% 0.9%1.0% 1.1% 1.5% 4.0% 1.3% 0.7% 0.7% 0.8% 0.8% 2.3% 2.5% 1.3% SWALE @ 1.0% SWALE @ 1.8% 4.4% 0.5% 2.0% 1.7% 1.4% 1.2% 0.5% 0.5% 0.5% 2.4% 2.7% 3.0% 0.5% 0.5% 0.5% 1.0% 1.7% 1.0% 0.4% 1.0% 2.1% 2.4% 2.5% SWALE @ 1.0% 4.0% 2.7% 5.1% 2.9% 1.0% BM EE 890 895 900 887887 888 888889 889 891 892 893 894 896 897 898 899 901902 895 894 896 895 891 892 893 894 896 890 895 900 891 892 893894 896 897898899 901 890 895 887888889891892893 894 896 4.4:1 13.6:1 4.4:1 14.5:1 16.0:1 5.4:1 8.4:1 5.8:1 6.0:1 10.0:1 12.0:1 9.4:1 22.6:1 10.8:1 4.2:1 8.2:1 7.4:1 5.7:1 5.1:1 4.5:1 897 897 898 894 895 900 894 896 897 898 899 901 902 895 894 896 897 895 896 897 898 895 893 894 896 895 894 896 897 30' DRAINAGE EASEMENT 50' DRAINAGE EASEMENT MOBILE HOME IP IP GUY WV WV WV WV WV 15' Z 969.52' BAR 1"IP EXISTING 20' W ATER M AIN EASEM ENT MOBILE HOME EXISTING 20' W ATER M AIN EASEM ENT BAR Z 15' 30' PROPOSED BUILDING 29,800 SF 40' - 0" HIGHWAY P CAYMUS WAY 21 FUTURE PARKING STALLS EXISTING SITE 285,479 SF 6.55 ACRES 30' - 0" PLANTING BED FINISHED FLOOR ELEVATION 904 5' - 0" SETBACK EXISTING BUILDING 70,000 SF EXISTING BUILDING 20,200 SF NEW ACREAGE 0.154 ACRES 6,718 SF 15' - 0" 20' - 0" 24' - 0" 20' - 0" 5' - 0" 35' - 0"20' - 0"50' - 0"62' - 6" FUTURE ADDITION 15,000 SQFT 100' - 0" 150' - 0" EXISTING ASPHALT 20 61' - 0" 21 22 23 23 305' - 0" 100' - 0" 12' - 0" 76' - 0" 24 26 29 29 26 25 27 29 TRUCK DOCKS (2) 28 10' - 0" 26 25 30 31 6' - 6 3/4"100' - 0" 35' - 0" 20' - 0" 50' - 0" 5' - 0" SETBACK 24 R 45' - 0" WIDEN TURNING RADIUS 10' - 0" 32 32 32 30' - 0" NEW BLDG. SETBACK 55' - 0" 5' - 0" SETBACK 30' - 0" 30' - 0". SITE GENERAL NOTES: 1. PROPOSED BUILDING IS ONE STORY. 2. MAXIMUM % GRADE AT RIGHT-OF-WAY TO BE 8%. 3. DUMPSTER ENCLOSURE TO BE LOCATED AS SHOWN ON PLAN. EXACT SIZE OF DUMPSTER ENCLOSURE TO BE DETERMINED PER OWNER’S REQUIREMENTS. 4. SEE GRADING PLAN FOR ALL PROPOSED AND EXISTING CONTOURS AND STORM WATER DRAINAGE PATTERNS. 5. SEE LANDSCAPE PLAN FOR ALL PLANTING LOCATIONS. 6. ALL EXTERIOR LIGHTING FIXTURES TO BE CUT-OFF TYPE. 7. ALL SITE UTILITIES TO BE VERIFIED W/ PROPER AGENCIES PRIOR TO CONSTRUCTION. 8. ALL APPROACHES & CULVERTS IN RIGHT-OF-WAY TO BE VERIFIED W/ LOCAL MUNICIPALITY PRIOR TO CONSTRUCTION. SITE DATA: SITE AREA: EXISTING BUILDING: AREA OF PROPOSED BUILDING: TOTAL BUILDING FOOTPRINT: EXISTING HARD SURFACE AREA: CONCRETE AREA: HEAVY DUTY PAVING: LIGHT DUTY PAVING: PROPOSED HARD SURFACE AREA: CONCRETE AREA: HEAVY DUTY PAVING: LIGHT DUTY PAVING: EXISTING ASPHALT TO BE REMOVED: TOTAL HARD SURFACE AREA TOTAL GREEN SPACE AREA: ZONING DISTRICT: ALLOWABLE BUILDING HEIGHT: BUILDING HEIGHT: FRONT YARD SETBACK: SIDE YARD SETBACK: REAR YARD SETBACK: PARKING STALL REQUIREMENTS: OFFICE: 1/200 SF STORAGE: 1/1000 SF TOTAL # OF STALLS REQ'D: TOTAL PARKING PROVIDED: HANDICAP PARKING REQUIRED: HANDICAP PARKING PROVIDED: FUTURE PARKING STALLS: EXISTING: 285,479 SF 6.55 ACRES NEW: 6,718 SF 0.155 ACRES TOTAL: 292,197 SF 6.70 ACRES 70,000 SF 29,800 SF 100,028 SF (34.3% OF SITE) 30,146 SF 2,020 SF 18,860 SF 9,266 SF 8,905 SF 1,465 SF 7,440 SF 0 SF 5,180 SF 33,871 SF (11.6% OF SITE) 158,298 SF (54.1% OF SITE) PUD 50'-0" 29'-0" 40'-0" 5'-0" 30'-0" 30 94 124 35 (INCL. H.C. STALLS) 2 3 21 PHONE 262.677.9933 info@design2construct.com FAX 262.677.9934 JACKSON, WI 53037 NORTHWEST PASSAGE WAY N173 W21010 SHEET TITLE REVISIONS PROJECT DATA DATE JOB NO. SET USE DRAWN BY SHEET NO. This drawing is not to be reproduced or changed without the written permission of Design 2 Construct. BUILDING DESIGN FOR: 07.27.2026 25-00131 PLAN COMMISSION DF A1.04 ARCHITECTURAL SITE PLAN HDI ADDITION N172W21930 CAYMUS CT JACKSON, WI 53037 N SCALE: 1" = 40'-0"1 ARCHITECTURAL SITE PLAN - OPTION 4 SITE NOTE LEGEND 20 REMOVE EXISTING ASPHALT DRIVE AND PARKING 21 NEW RETAINING WALL 22 EXISTING PROPERTY LINE 23 PROPOSED PROPERTY LINE REVISION 24 NEW ASPHALT PARKING AREA 25 NEW CONCRETE SIDEWALK 26 NEW CONCRETE STOOP 27 NEW GRAVEL FIRE TRUCK TURN AROUND 28 NEW CONCRETE APRON AND CATCH BASIN 29 NEW STEEL LANDING AND STAIR TO FIRE ACCESS DOOR 30 NEW CONCRETE APRON 31 NEW CONCRETE FILLED PIPE BOLLARDS W/ YELLOW POLYCARBONATE COVERS 32 NEW CONCRETE LANDING Page 86 of 104 PHONE: 262.677.9933 FAX: 262.677.9934N173 W21010 Northwest Passage, Jackson, WI 53037D E S I G N 2 C O N S T R U C T HDI - ADDITION RENDERINGS ARE FOR ILLUSTRATION PURPOSES ONLY. ITEMS REPRESENTED HERE ARE NOT INTENDEED TO PRESENT AN EXACT REPRESENTATION OF THE FINAL PRODUCT AND MAY DIFFER. Page 87 of 104 PHONE: 262.677.9933 FAX: 262.677.9934N173 W21010 Northwest Passage, Jackson, WI 53037D E S I G N 2 C O N S T R U C T HDI - ADDITION RENDERINGS ARE FOR ILLUSTRATION PURPOSES ONLY. ITEMS REPRESENTED HERE ARE NOT INTENDEED TO PRESENT AN EXACT REPRESENTATION OF THE FINAL PRODUCT AND MAY DIFFER. Page 88 of 104 PROPOSED BUILDING 29,800 SF 40' - 0" 30' - 0" HIGHWAY P CAYMUS WAY 21 FUTURE PARKING STALLS EXISTING SITE 216,675 SF 4.975 ACRES PLANTING BED EXISTING BUILDING 70,000 SF EXISTING BUILDING 20,200 SF EXISTING ASPHALT TRUCK DOCKS (2) A1.05 2 CAYMUS WAY RELOCATED, EXISTING PLANTS (4) PIAB EXISTING TREE TO REMAIN EXISTING LANDSCAPE BE TO REMAIN NEW LANDSCAPE BED WITH EXISTING PLANTINGS PHONE 262.677.9933 info@design2construct.com FAX 262.677.9934 JACKSON, WI 53037 NORTHWEST PASSAGE WAY N173 W21010 SHEET TITLE REVISIONS PROJECT DATA DATE JOB NO. SET USE DRAWN BY SHEET NO. This drawing is not to be reproduced or changed without the written permission of Design 2 Construct. BUILDING DESIGN FOR: 07.27.2026 25-00131 PLAN COMMISSION DF A1.05 LANDSCAPE PLAN HDI ADDITION N172W21930 CAYMUS CT JACKSON, WI 53037 ARCHITECTURAL SITE PLAN1 N SCALE: 1" = 20'-0"2 LANDSCAPE PLAN N PIAB 4 PICEA ABIES NORWAY SPRUCE 50 – 60’ 6' TALL B & B MATURE AT... KEY QTY BOTANICAL NAME COMMON NAME PLANT SIZE ROOTS PLANT SCHEDULE EVERGREEN TREE PLANTING3 Page 89 of 104 ALL GYPSUM WALLBOARD IS TO BE 5/8" THICK (UNLESS NOTED OTHERWISE), IN LONGEST LENGTHS AVAILABLE, SCREW ATTACHED TO STUDS OR FURRING. ALL METAL STUDS AND FURRING ARE TO BE 25 GAUGE (MIN.), AND SPACED 24" O.C. (MAX.). PROVIDE METAL CORNER BEADS AND USG NO. 200B METAL TRIMS AT ALL EXPOSED WALLBOARD EDGES. TAPE AND FINISH ALL JOINTS, EVEN IF NOT EXPOSED TO VIEW. PROVIDE MOISTURE-RESISTANT GYPSUM WALLBOARD AT ALL WET AREAS (LUNCH ROOM, TOILET ROOMS, ETC.), ALL SINGLE-FACED PARTITIONS ARE TO EXTEND TO 4" (MIN.) ABOVE THE ADJACENT CEILING LINE. PROVIDE LATERAL BRACING TO STRUCTURE ABOVE, OR TIE BACK TO MASONRY WALLS. ALL COMPONENTS OF DOUBLE-FACED PARTITIONS ARE TO EXTEND TO PRECAST CONCRETE PLANK ABOVE CEILING, UNLESS NOTED OTHERWISE. ALL PENETRATIONS IN SUCH PARTITIONS SHALL BE INSULATED OR CAULKED SO AS TO MINIMIZE SOUND TRANSMISSION. ALL PARTIAL HEIGHT PARTITIONS ARE TO EXTEND TO HEIGHT (INDICATED IN INCHES) ADJACENT TO CONSTRUCTION NOTE. HEIGHT INDICATED IS TO TOP OF WOOD CAP (AT BASEMENT) OR TOP OF GWB (AT FIRST FLOOR). ALL DOUBLE-FACED PARTITIONS (FULL OR PARTIAL HEIGHT) ARE TO BE INSULATED WITH FULL THICKNESS SOUND INSULATION BATTS. SOUND INSULATION IS TO EXTEND TO FULL HEIGHT OF WALL. ALL DOUBLE STUD PARTITIONS ARE TO HAVE 5/8" GYPSUM WALLBOARD GUSSETS (8" WIDE) SCREW ATTACHED TO ROWS OF STUDS AT 4'-0" O.C. (MAX. VERTICALLY) FOR PARTITION STABILITY. GENERAL CONSTRUCTION NOTES: EXISTING BUILDING PROPOSED BUILDING ADDITION A2.1 3 Sim 26 26 A4.2 1 A4.2 4 A4.22 A4.2 3 1 3 4 2 5 G H 32' - 0" 14' - 0" 8' - 0"14' - 0" J K L M 20 20 50' - 0"50' - 0" 305' - 0" 53' - 0" 52' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 100' - 0" 50' - 0" 50' - 0" 21 21 22 23 23 99' - 2" 23' - 2" 56' - 8" 41' - 6 3/16" 57' - 0" 97' - 10" 100' - 8" 39' - 6" 56' - 8" 40' - 0" 24 25 25 25 25 25 27 27 A4.2 1 22 29 22 28 A4.2 4 A4.22 A4.2 3 29 29 21 30 24' - 0" 14' - 0" 31 12' - 0" 32 33 24' - 0" 33' - 0" 72' - 0" PHONE 262.677.9933 info@design2construct.com FAX 262.677.9934 JACKSON, WI 53037 NORTHWEST PASSAGE WAY N173 W21010 SHEET TITLE REVISIONS PROJECT DATA DATE JOB NO. SET USE DRAWN BY SHEET NO. This drawing is not to be reproduced or changed without the written permission of Design 2 Construct. BUILDING DESIGN FOR: 0727.2026 25-00131 PRELIMINARY DF A2.1 FIRST FLOOR PLAN - OVERALL HDI - ADDITION N172W21930 CAYMUS CT JACKSON, WI 53037 CONSTRUCTION NOTE LEGEND 20 HYDRAULIC DOCK LEVELER (ALL DOCK DOORS) 21 14' x 14' OVERHEAD DOOR W/ ELECTRIC DOOR OPERATOR 22 CONCRETE STOOP, SEE STRUCTURAL 23 9' x 10' DOCK DOOR W/ ELECTRIC DOOR OPERATOR, DOCK SEAL, AND BUMPERS 24 DRYFALL PAINT EXPOSED STRUCTURE CEILINGS 25 PAINT ALL PRECAST WALLS. BOTH INTERIOR AND EXTERIOR 26 REMOVE EXISTING UNIT HEATER, SALVAGE FOR REUSE IN PROPOSED BUILDING ADDITION 27 NEW LOCATION FOR UNIT HEATER, SALVAGED FROM EXISTING BUILDING 28 FUTURE TOILET ROOM - PROVIDE PLUMBING STUBS 29 CONCRETE LANDING 30 CATCH BASIN - SET 1 1/2" BELOW FINISHED FLOOR. PITCH FLOOR TO DRAIN PER PLAN 31 PRECAST RETAINING WALL 32 CONCRETE APRON 33 CATCH BASIN N SCALE: 1/32" = 1'-0"2 1ST FLOOR PLAN - KEY PLAN SCALE: 1/16" = 1'-0"3 1ST FLOOR PLAN - PHASE 2 BUILDING ADDITION N ADDITION: 29,800 SF Page 90 of 104 1ST FLOOR 100' - 0" TOP OF PRECAST 133' - 0" H J K 8' - 0" 8' - 0" T.O. LOW FOOTING 92' - 8" 03 01 08 02 06 15 10' - 0" 1ST FLOOR 100' - 0" TOP OF PRECAST 133' - 0" 134 25LM T.O. LOW FOOTING 92' - 8" 03 01 08 02 06 16 05 1ST FLOOR 100' - 0" TOP OF PRECAST 133' - 0" T.O. FTG. 96' - 8" HJK 8' - 0"4' - 0" EXISTINGNEW 03 01 08 02 05 06 T.O. LOW FOOTING 92' - 8" 1ST FLOOR 100' - 0" TOP OF PRECAST 133' - 0" T.O. FTG. 96' - 8" 5 L M 03 01 08 0205 06 T.O. LOW FOOTING 92' - 8" 10 11 14 11 PHONE 262.677.9933 info@design2construct.com FAX 262.677.9934 JACKSON, WI 53037 NORTHWEST PASSAGE WAY N173 W21010 SHEET TITLE REVISIONS PROJECT DATA DATE JOB NO. SET USE DRAWN BY SHEET NO. This drawing is not to be reproduced or changed without the written permission of Design 2 Construct. BUILDING DESIGN FOR: 0727.2026 25-00131 PRELIMINARY Author A4.2 EXTERIOR ELEVATIONS HDI - ADDITION N172W21930 CAYMUS CT JACKSON, WI 53037 SCALE: 1/16" = 1'-0"1 SOUTH ELEVATION - ADDITION SCALE: 1/16" = 1'-0"2 EAST ELEVATION - ADDITION SCALE: 1/16" = 1'-0"3 NORTH ELEVATION - ADDITION ELEVATION NOTE LEGEND 01 PAINTED PRECAST - SW7612 MOUNTAIN STREAM 02 PAINTED PRECAST - SW7017 DORIAN GRAY 03 PAINTED PRECAST - SW7019 GAUNTLET GRAY 04 NOT USED 05 CLEAR ANNODIZED ALUMINUM STOREFRONT WITH TINTED GLAZING 06 METAL ROOF EDGE TRIM - WHITE 07 NOT USED 08 PAINTED HOLLOW METAL DOOR 09 NOT USED 10 14' X 14' AUTOMATIC, INSULATED, OVERHEAD DOOR - WHITE WITH INSULATED GLASS PANELS 11 LOADING DOCK DOOR - WHITE 12 NOT USED 13 NOT USED 14 PAINTED CONCRETE FOUNDATION - SW7019 GAUNTLET GRAY 15 PAINTED PRECAST RETAINING WALL - SW7019 GAUNTLET GRAY 16 STEEL GRATE LANDING, STAIRS AND STEEL HANDRAIL - PAINTED SW7019 GAUNTLET GRAY SCALE: 1/16" = 1'-0"4 WEST ELEVATION - ADDITION Page 91 of 104 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 7/30/2026 C1.01 122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com PRELIMINARYHDI EXPANSIONN172 W21930 CAYMUS COURTJACKSON, WI 53037 \DE-128-21\ EXISTINGCONDITIONS &DEMOLITIONPLANAPBJDRJDR Page 92 of 104 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 7/31/2026 C1.02 122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com PRELIMINARYHDI EXPANSIONN172 W21930 CAYMUS COURTJACKSON, WI 53037 \DE-128-21\ PROPOSEDSITE PLANAPBJDRJDR Page 93 of 104 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 7/31/2026 C1.03 122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com PRELIMINARYHDI EXPANSIONN172 W21930 CAYMUS COURTJACKSON, WI 53037 \DE-128-21\ EROSIONCONTROLPLANAPBJDRJDR DIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com Page 94 of 104 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 7/31/2026 C1.04 122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com PRELIMINARYHDI EXPANSIONN172 W21930 CAYMUS COURTJACKSON, WI 53037 \DE-128-21\ GRADINGPLANJDRJDRKJP DIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com Page 95 of 104 7/30/2026 C2.01 122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com PRELIMINARYHDI EXPANSIONN172 W21930 CAYMUS COURTJACKSON, WI 53037 \DE-128-21\ CONSTRUCTIONNOTESAPBJDRJDR Page 96 of 104 7/30/2026 C2.02 122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com PRELIMINARYHDI EXPANSIONN172 W21930 CAYMUS COURTJACKSON, WI 53037 \DE-128-21\ SITE & UTILITYDETAILSAPBJDRJDR Page 97 of 104 1. 6. 7. 2. 5. 4.8. 3. 7/30/2026 C2.03 122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com PRELIMINARYHDI EXPANSIONN172 W21930 CAYMUS COURTJACKSON, WI 53037 \DE-128-21\ EROSIONCONTROLDETAILSAPBJDRJDR Page 98 of 104 PROPOSEDBUILDING 29,800 SF CAYMUS WAY 21 FUTUREPARKINGSTALLS EXISTING SITE 216,675 SF4.975 ACRES PLANTING BED FINISHED FLOORELEVATION 904 EXISTINGBUILDING 70,000 SF EXISTINGBUILDING 20,200 SFNEW ACREAGE0.156 ACRES6,807 SF FUTURE ADDITION15,000 SQFT EXISTINGASPHALTTRUCKDOCKS (2)WIDENTURNINGRADIUS Luminaire ScheduleSymbolQtyLabel ArrangementDescriptionTag LLFLuminaireLumensLuminaireWattsTotalWatts6OW SingleDSXW1 LED P6 40K 70CRI T4MMVOLT (mounting) (finish)LITHONIA0.950726248288 Calculation SummaryLabel CalcTypeUnitsAvgMaxMinAvg/MinMax/MinSITE IlluminanceFc0.573.550.0157.00355.00 OWMH: 16 OWMH: 16 OWMH: 16 OWMH: 16OWMH: 22 OWMH: 22 0.030.030.040.050.050.050.050.050.050.040.030.020.010.010.010.010.010.010.020.020.030.020.020.020.010.010.040.040.060.070.070.080.090.090.090.090.070.030.030.020.020.020.020.030.040.050.050.040.030.020.020.010.040.060.070.090.110.120.140.160.180.180.170.090.070.070.060.070.070.090.100.100.080.060.040.020.020.010.050.070.100.120.150.180.210.250.280.320.330.220.220.210.210.210.210.220.210.170.120.080.040.030.020.010.060.090.120.160.210.250.300.360.420.490.570.420.450.480.510.480.450.420.350.250.150.080.040.030.020.020.070.110.150.210.270.340.420.500.590.670.820.670.800.890.950.890.800.660.490.310.170.080.040.030.030.020.080.120.180.260.340.440.540.650.770.831.030.871.221.641.851.641.220.860.570.330.170.080.050.040.040.030.090.140.210.310.420.540.700.861.011.021.240.961.442.002.382.001.440.950.590.340.180.100.080.070.070.050.090.150.240.360.510.670.851.111.291.221.450.831.342.503.552.491.350.830.510.340.220.160.140.120.100.070.080.150.250.400.600.801.041.341.541.311.61 0.230.260.270.250.200.130.080.080.150.260.440.680.951.241.571.881.622.09 0.490.500.490.410.280.170.080.070.150.270.460.751.101.411.812.101.662.07 0.790.830.730.550.340.170.070.070.150.290.480.781.241.562.101.40 1.241.281.010.650.360.160.060.070.160.300.510.791.301.611.651.80 2.091.801.310.720.380.160.050.070.160.300.490.770.961.111.451.52 3.452.241.460.780.410.150.050.080.160.290.470.560.800.921.000.88 2.992.111.420.770.410.160.060.090.170.280.350.490.640.730.710.61 1.631.571.200.710.390.190.080.100.140.220.320.420.510.560.540.44 1.051.110.920.660.410.220.100.090.150.230.310.380.430.440.430.33 0.740.780.740.610.430.260.140.570.620.630.570.440.290.160.610.660.650.580.440.280.150.810.870.790.630.430.250.131.191.261.010.690.400.210.091.981.761.280.730.390.190.073.382.231.460.790.420.160.063.102.141.440.780.410.170.061.711.621.210.710.380.190.071.071.140.940.660.390.210.100.730.770.720.590.410.250.130.520.570.570.530.410.270.150.500.550.560.510.410.270.150.670.710.680.570.410.250.130.981.040.880.640.400.210.101.521.501.140.700.380.190.072.782.031.400.750.400.160.063.532.271.470.790.410.150.052.291.881.340.730.380.160.051.311.341.050.670.360.160.050.840.880.760.560.340.170.07 REVISIONS#DATECOMMENTSDRAWN BY : DATE :SCALE : JTJULY 30, 20261" = 30' HDI ADDITIONFRANKLIN, WISCONSINSITE LIGHTING LAYOUT NOTES1.LIGHTING AND PHOTOMETRIC LAYOUT PROVIDED ARE INTENDED FOR DESIGN INTENT ONLY. THIS DOCUMENT IS NOT INTENDED FOR CONSTRUCTION ORINSTALLATION PURPOSES. 2.ACTUAL FIELD CONDITIONS, ARCHITECTURAL ELEMENTS, AND FINAL EQUIPMENT SELECTIONS MAY AFFECT LIGHTING PERFORMANCE AND MUST BE VERIFIEDBY THE CUSTOMER. ENTERPRISE LIGHTING IS NOT RESPONSIBLE FOR VARIATION IN INSTALLED LIGHT LEVELS DUE TO UNVERIFIED FIELD CONDITIONS.3.STANDARD REFLECTANCE OF 80/50/20 FOR CLOSED CEILINGS AND 50/50/20 FOR OPEN CEILINGS UNLESS NOTED OTHERWISE.4.STANDARD CALC POINTS @ 30” AFF UNLESS NOTED OTHERWISE, POINTS ARE @ GRADE FOR OUTDOOR POINTS.5.EGRESS CALC POINTS ARE @ FINISHED FLOOR. Page 99 of 104 Date: Jul 31, 2026 Enterprise Lighting, LTD. 2007 Pewaukee Rd. Waukesha WI 53188 Phone: (262) 953-2700 Job Name HDI - Addition ELL26-149419 Jackson WI Bid Date Jul 30, 2026 Submittal Date Jul 31, 2026 Page 100 of 104 Date: Jul 31, 2026 Page 1/1 Transmittal Enterprise Lighting, LTD. 2007 Pewaukee Rd. Waukesha WI 53188 Phone: (262) 953-2700 From: Bonnie Bartlein FF00009 Page 1/1Visit us on the web at www.enterpriselighting.com Project HDI - Addition Quote# ELL26-149419 Location Jackson WI Contact: ATTACHED WE ARE SENDING YOU 1 COPY OF THE FOLLOWING ITEM: X Drawings Specifications Other: Prints Information Plans Submittals THESE ARE TRANSMITTED FOR: Prior Approval Resubmittal for Approval Record X Approval Corrections Bids due on: Approval as Submitted Your Use Other: Approval as Noted Review and Comment Type MFG Part OW Lithonia Exterior DSXW1 LED P6 40K 70CRI T4M MVOLT SRM STD FINISH Page 101 of 104 DSXW1 LED Series Lumen Package CCT CRI Distribution Voltage Mounting Control Options DSXW1 LED P1 2000 Lumens P2 2200 Lumens P3 3200 Lumens P4 4300 Lumens P5 5200 Lumens P6 7200 Lumens P7 10000 Lumens 27K 2700K 30K 3000K 35K 3500K 40K 4000K 50K 5000K 57K 5700K AMBPC Amber PC 3 AMBLW Amber LW 1,3 70CRI 70CRI 80CRI 80CRI 2 AMCRI Amber CRI T2S Type 2 Short T2M Type 2 Medium T3LG Type 3 Low Glare 4 T3M Type 3 Medium T4M Type 4 Medium TFTM Forward Throw Medium BLC3 Back Light Control Type 3 4 BLC4 Back Light Control Type 4 4 MVOLT 120 5 208 5 240 5 277 5 347 5,6 480 5,6 HVOLT 6 Shipped included SRM Surface mounting bracket BBW Surface-mounted back box (for conduit entry) 7 Shipped installed PE Photoelectric cell, button type 8 DMG 0-10v dimming wires pulled outside fixture (for use with an external control, ordered separately) PIR 180° motion/ambient light sensor, <15’ mtg ht 9 PIRH 180° motion/ambient light sensor, 15-30’ mtg ht 9 PIR1FC3V Motion/ambient sensor, 8-15' mounting height, ambient sensor enabled at 1fc 9 PIRH1FC3V Motion/ambient sensor, 15-30' mounting height, ambient sensor enabled at 1fc 9 E20WC 20 Watt Emergency battery backup (includes external component enclosure), CA Title 20 Compliant 10 E10WH 10 Watt Emergency battery backup (includes external component enclosure), CA Title 20 compliant 10 Other Options Finish (required) Shipped installed Shipped separately 12 SF Single fuse (120, 277 or 347V) 5,11 BSW Bird-deterrent spikes DF Double fuse (208, 240 or 480V) 5,11 VG Vandal guard HS House-side shield 12 DDL Diffused drop lens SPD Separate surge protection DDBXD Dark bronze DSSXD Sandstone DWHGXD Textured white DBLXD Black DDBTXD Textured dark bronze DSSTXD Textured sandstone DNAXD Natural aluminum DBLBXD Textured black DWHXD White DNATXD Textured natural aluminum 1 Acuity Way • Decatur, Georgia 30035 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2013-2026 Acuity Brands Lighting, Inc. All rights reserved. COMMERCIAL OUTDOOR DSXW1-LED Rev. 5/18/26 D-Series Size 1 LED Wall Luminaire Ordering Information EXAMPLE: DSXW1 LED P2 40K 70CRI T3M MVOLT SRM DDBTXD Catalog Number Notes Type Accessories Ordered and shipped separately. DSXWHS U House-side shield (one per light engine) DSXWBSW U Bird-deterrent spikes DSXW1VG U Vandal guard accessory Hit the Tab key or mouse over the page to see all interactive elements. Introduction The D-Series Wall luminaire is a stylish, fully integrated LED solution for building-mount applications. It features a sleek, modern design and is carefully engineered to provide long-lasting, energy-efficient lighting with a variety of optical and control options for customized performance. With an expected service life of over 20 years of nighttime use and significant energy savings, the D-Series Wall is a reliable, low-maintenance lighting solution that produces sites that are exceptionally illuminated. Luminaire Width: 13-3/4” (34.9 cm) Depth: 10” (25.4 cm) Height: 6-3/8” (16.2 cm) Back Box (BBW, E20WC) Width: 13-3/4” (34.9 cm) Depth: 4” (10.2 cm) Height: 6-3/8” (16.2 cm) Specifications Weight: 12 lbs (5.4 kg) BBW Weight: 5 lbs (2.3 kg) E20WC Weight: 10 lbs (4.5 kg) D H W For 3/4” NPT side-entry conduit (BBW only) 413-3/4 6-3/8 FOR 3/4" NPT SIDE-ENTRY CONDUIT 3-PLACES (BBW ONLY) D H 413-3/4 6-3/8 FOR 3/4" NPT SIDE-ENTRY CONDUIT 3-PLACES (BBW ONLY) W NOTES 1 Only available with P1 and P6 Packages. 2 Not available with 57K. 3 Only Available with AMCRI. 4 Not available with HS Option. 5 Single fuse (SF) requires 120, 277 or 347 voltage option. Double fuse (DF) requires 208, 240 or 480 voltage option. 6 Not available with P1 package. Not available with motion/ambient light sensors (PIR or PIRH). Not Available with DMG. 7 Back box ships installed on fixture. Cannot be field installed. Cannot be ordered as an accessory. Not Available with E20WC or E10WH. 8 Photocontrol (PE) requires 120, 208, 240, 277 or 347 voltage option. Not available with motion/ambient light sensors (PIR or PIRH). 9 Reference Motion Sensor table on page 3. Not available with DMG. 10 Not compatible with conduit entry applications. Not available with BBW mounting option. Not available with SF and DF fusing. Not available with 347, 480, HVOLT voltage options. Emergency components located in back box housing. Not available with SPD. 11 Not available with E20WC and E10WH. 12 Also available as a separate accessory; see Accessories information. Submitted by Enterprise Lighting, LTD. Job Name: HDI - Addition Catalog Number: DSXW1 LED P6 40K 70CRI T4M MVOLT SRM STD FINISH Notes: Type: OW ELL26-149419 STD FINISH = Specify Index Page1/3Submitted On: Jul 31, 2026 Page 102 of 104 Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Contact factory for performance data on any configurations not shown here. Package Dist. Type System Watts 30K, 70CRI 40K, 70CRI 50K, 70CRI Lumens LPW Lumens LPW Lumens LPW P1 T2M 12 1,840 149 1,965 159 1,993 161 T3M 12 1,786 144 1,908 154 1,934 156 T4M 12 1,821 147 1,946 157 1,973 159 TFTM 12 1,816 147 1,940 157 1,967 159 BLC4 12 1,382 112 1,476 119 1,497 121 P2 T2M 15 2,189 150 2,339 160 2,371 163 T3M 15 2,126 146 2,271 156 2,302 158 T4M 15 2,168 149 2,316 159 2,348 161 TFTM 15 2,161 148 2,309 158 2,341 161 BLC4 15 1,645 113 1,757 121 1,781 122 P3 T2M 21 3,064 146 3,273 155 3,318 158 T3M 21 2,974 141 3,177 151 3,222 153 T4M 21 3,033 144 3,240 154 3,285 156 TFTM 21 3,024 144 3,231 153 3,275 156 BLC4 21 2,302 109 2,459 117 2,493 118 P4 T2M 29 3,997 139 4,269 149 4,329 151 T3M 29 3,880 135 4,145 145 4,203 147 T4M 29 3,957 138 4,227 147 4,286 149 TFTM 29 3,945 138 4,214 147 4,273 149 BLC4 29 3,002 105 3,207 112 3,252 113 P5 T2M 37 4,977 134 5,317 143 5,391 145 T3M 37 4,832 130 5,162 139 5,233 141 T4M 37 4,928 132 5,264 142 5,337 144 TFTM 37 4,913 132 5,248 141 5,321 143 BLC4 37 3,739 101 3,994 107 4,050 109 P6 T2M 48 6,867 142 7,335 152 7,437 154 T3M 48 6,667 138 7,122 148 7,220 150 T4M 48 6,798 141 7,262 151 7,363 153 TFTM 48 6,778 140 7,241 150 7,341 152 BLC4 48 5,158 107 5,511 114 5,587 116 P7 T2M 73 9,819 135 10,490 145 10,635 147 T3M 73 9,533 131 10,184 140 10,325 142 T4M 73 9,722 134 10,385 143 10,529 145 TFTM 73 9,693 134 10,354 143 10,498 145 BLC4 73 7,377 102 7,880 109 7,989 110 1 Acuity Way • Decatur, Georgia 30035 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2013-2026 Acuity Brands Lighting, Inc. All rights reserved. COMMERCIAL OUTDOOR DSXW1-LED Rev. 5/18/26 Performance Data Lumen Output Submitted by Enterprise Lighting, LTD. Job Name: HDI - Addition Catalog Number: DSXW1 LED P6 40K 70CRI T4M MVOLT SRM STD FINISH Notes: Type: OW ELL26-149419 Index Page2/3Submitted On: Jul 31, 2026 Page 103 of 104 Motion Sensor Default Settings Option Dimmed State High Level (when triggered) Photocell Operation Dwell Time Ramp-up Time Ramp-down Time PIR or PIRH 3V (37%) Output 10V (100%) Output Enabled @ 5FC 5 min 3 sec 5 min *PIR1FC3V or PIRH1FC3V 3V (37%) Output 10V (100%) Output Enabled @ 1FC 5 min 3 sec 5 min *For use when motion sensor is used as dusk to dawn control 1 Acuity Way • Decatur, Georgia 30035 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2013-2026 Acuity Brands Lighting, Inc. All rights reserved. COMMERCIAL OUTDOOR DSXW1-LED Rev. 5/18/26 Performance Data Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°F). Lumen Ambient Temperature (LAT) Multipliers Ambient Lumen Multiplier 0°C 32°F 1.04 10°C 50°F 1.02 20°C 68°F 1.01 25°C 77°F 1.00 30°C 86°F 0.99 40°C 104°F 0.98 Projected LED Lumen Maintenance Data references the extrapolated performance projections for the DSXW1 LED P7 platform in a 25°C ambient, based on 10,000 hours of LED testing (tested per IESNA LM-80-08 and projected per IESNA TM-21-11). To calculate LLF , use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. Operating Hours 0 25,000 50,000 100,000 Lumen Maintenance Factor 1.0 0.95 0.91 0.82 Electrical Load Current (A) Performance Package LEDs Drive Current (mA) System Watts 120V 208V 240V 277V 347V 480V DSXW1 P1 10 375 12 0.10 0.06 0.05 0.04 - - DSXW1 P2 10 450 15 0.12 0.07 0.06 0.05 0.04 0.03 DSXW1 P3 10 650 21 0.18 0.10 0.09 0.08 0.06 0.05 DSXW1 P4 10 875 29 0.24 0.14 0.12 0.10 0.08 0.06 DSXW1 P5 10 1125 37 0.30 0.18 0.16 0.14 0.11 0.08 DSXW1 P6 20 750 48 0.39 0.24 0.20 0.18 0.14 0.10 DSXW1 P7 20 1150 73 0.60 0.36 0.31 0.27 0.21 0.15 FEATURES & SPECIFICATIONS INTENDED USE The energy savings, long life and easy-to-install design of the D-Series Wall Size 1 make it the smart choice for building-mounted doorway and pathway illumination for nearly any facility. CONSTRUCTION Two-piece die-cast aluminum housing has integral heat sink fins to optimize thermal management through conductive and convective cooling. Modular design allows for ease of maintenance. The LED driver is mounted to the door to thermally isolate it from the light engines for low operating temperature and long life. IP66 rated light engine. FINISH Exterior parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi-stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in textured and non-textured finishes. OPTICS Precision-molded proprietary acrylic lenses provide multiple photometric distributions tailored specifically to building mounted applications. Light engines are available in multiple CCTs and CRIs including Amber for specialized applications. ELECTRICAL Light engine(s) consist of 10 high-efficacy LEDs mounted to a metal-core circuit board to maximize heat dissipation and promote long life (L88/100,000 hrs at 25°C). Class 1 electronic drivers have a power factor >90%, THD <20%, and a minimum 6KV surge rating. Driver is 0-10V dimming. When ordering the SPD option, a separate surge protection device is installed within the luminaire which meets a minimum Category C Low (per ANSI/IEEE C62.41.2). INSTALLATION Included universal mounting bracket attaches securely to any 4” round or square outlet box for quick and easy installation. Luminaire has a slotted gasket wireway and attaches to the mounting bracket via corrosion-resistant screws. LISTINGS CSA certified to U.S. and Canadian standards. Rated for -40°C minimum ambient. DesignLights Consortium® (DLC) Premium qualified product and DLC qualified product. Not all versions of this product may be DLC Premium qualified or DLC qualified. Please check the DLC Qualified Products List at www.designlights.org/QPL to confirm which versions are qualified. GOVERNMENT PROCUREMENT BAA – Buy American Act: This product is available in a version that qualifies as a domestic end product under the Buy American Act as implemented in the FAR and DFARS. BABA – Build America Buy America: This product is available in a version that qualifies as produced in the United States under the definitions of the Build America, Buy America Act, as implemented by 2 C.F .R. Part 184 and other agency implementing regulations, including Department of Transportation regulations. Please refer to www.acuitybrands.com/resources/buy-american for additional information. WARRANTY Five-year limited warranty. This is the only warranty provided and no other statements in this specification sheet create any warranty of any kind. All other express and implied warranties are disclaimed. Complete warranty terms located at: www.acuitybrands.com/support/warranty/terms- and-conditions Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting’s D-Series Wall Size 1 homepage. Photometric Diagrams Isofootcandle plots for the DSXW1 LED P4 40K. Distances are in units of mounting height (20’). Options and Accessories T3M (left) HS - House-side shields BSW - Bird-deterrent spikes VG - Vandal guard DDL - Diffused drop lens Submitted by Enterprise Lighting, LTD. Job Name: HDI - Addition Catalog Number: DSXW1 LED P6 40K 70CRI T4M MVOLT SRM STD FINISH Notes: Type: OW ELL26-149419 Index Page3/3Submitted On: Jul 31, 2026 Page 104 of 104