Plan Commission — Agenda Packet

August 20, 2026 Village of Jackson - Plan Commission Meeting Agenda VILLAGE OF JACKSON PLAN COMMISSION MEETING AGENDA Thursday, August 20, 2026 at 7:00 PM Jackson Municipal Complex Village Board Room N168W19851 Main Street Jackson, WI 53037 1. Call to Order and Roll Call 2. Citizens/Village Staff to Address the Plan Commission (Please sign-in with the Clerk prior to speaking. Please note this is a 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.) 3. Approval of Minutes for the Plan Commission Meeting of July 16, 2026 4. Conditional Use and Site Plan Review - N174 W21370 Alcan Drive - Germantown Iron and Steel 5. Conditional Use and Site Plan Review – W208 N16900 N. Center Street – Washington County Sports Center Inc. d/b/a WCSC Gymnastics 6. Conditional Use and Site Plan Review – N172 W21930 Caymus Court – Houseware Distributors, Inc. (HDI) 7. Review and Discussion of Revised Zoning Code Updates including Articles 18, 20, 23 – Tim Schwecke – CivikTec 8. 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 1 of 107 DRAFT Page 2 of 107 DRAFT Page 3 of 107 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 4 of 107 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 5 of 107 Page 6 of 107 Page 7 of 107 Page 8 of 107 Page 9 of 107 Page 10 of 107 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 11 of 107 Page 12 of 107 Page 13 of 107 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 14 of 107 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 15 of 107 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 16 of 107 (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 17 of 107 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 18 of 107 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 19 of 107 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 20 of 107 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 21 of 107 Page 22 of 107 Page 23 of 107 Page 24 of 107 Page 25 of 107 Page 26 of 107 Page 27 of 107 Page 28 of 107 Page 29 of 107 Page 30 of 107 Page 31 of 107 Page 32 of 107 Page 33 of 107 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 34 of 107 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 35 of 107 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 36 of 107 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 37 of 107 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 38 of 107 Page 39 of 107 Page 40 of 107 Page 41 of 107 Page 42 of 107 Page 43 of 107 Page 44 of 107 Page 45 of 107 Page 46 of 107 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 47 of 107 Page 48 of 107 Page 49 of 107 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 50 of 107 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 51 of 107 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 52 of 107 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 53 of 107 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 54 of 107 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 55 of 107 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 56 of 107 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 57 of 107 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 58 of 107 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 59 of 107 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 60 of 107 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 61 of 107 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 62 of 107 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 63 of 107 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 64 of 107 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 65 of 107 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 66 of 107 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 67 of 107 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 68 of 107 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 69 of 107 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 70 of 107 Municipal Planning Services for Growing Communities Date: August 10, 2026 To: Village of Jackson Plan Commission Collin Johnson, Director of Inspections & Zoning Jen Heidtke, Village Administrator From: Tim Schwecke, Civi Tek Consulting Craig Huebner, GRAEF Subject: Zoning Code Update Project – Plan Commission meeting on August 20, 2026 The consultant team has completed three additional articles of the draft zoning code for the Plan Commission’s review and discussion: • Article 18 – Architectural Standards • Article 20 – Landscaping and Buffers • Article 23 – Signs, together with Appendix D (Dimensional Standards) Architectural Standards and Landscaping/Buffers The Village’s current zoning code provides limited direction regarding the outward appearance of new development, including building design, landscaping, and buffering. As a result, these articles represent a significant opportunity to establish clear expectations for the appearance and quality of new development. The Plan Commission is encouraged to review these provisions with a fresh perspective. In particular, consider whether the proposed standards appropriately balance the Village’s desire for attractive, well-designed development with the need to provide property owners and developers with reasonable flexibility. The goal is to establish standards that are clear and predictable without unnecessarily dictating architectural style or creating undue obstacles to development. For the landscaping and buffer provisions, consider how the proposed standards address transitions between different land uses, screening of parking and service areas, preservation and enhancement of existing vegetation, and the overall appearance of developed sites. Sign Regulations Article 23 establishes the basic regulations that apply to signs, including the different types of signs that may be permitted and the general standards applicable to their construction and placement. Appendix D provides the proposed dimensional standards for signs (e.g., maximum sign area and height) within the various zoning districts. At this stage, the dimensional standards in Appendix D should be considered placeholders for discussion purposes. The initial focus should be on the broader policy question: What types of signs should be allowed in each zoning district? Once the Plan Commission has worked through that question and established the desired character for signage in the various districts, the Commission can then evaluate the appropriate limitations on sign area, height, illumination, number, placement, and other related details. This approach allows the Commission to first establish the overall direction of the regulations before fine-tuning the dimensional standards. Page 71 of 107 Page 2 Plan Commission Review As with the other portions of the zoning code previously presented to the Plan Commission, the Commission should focus its review on identifying policy issues, significant concerns, and provisions that warrant additional discussion. Next Steps With the completion of Articles 18, 20, and 23, the consultant team can prepare the first complete draft of the zoning code. Reviewing the regulations as a complete document will provide the Plan Commission with an opportunity to see how the various articles, appendices, zoning districts, use regulations, and development standards work together as an integrated zoning code. This full-draft review will also help identify any inconsistencies, gaps, or provisions that may need to be refined based on how the individual components function together. Enclosures: Articles 18, 20, and 23, and Appendix D, all dated August 7, 2026 Page 72 of 107 Village of Jackson Chapter 50 – Zoning - Discussion Draft (08-07-2026) - 18-1 ARTICLE 18 ARCHITECTURAL STANDARDS 50-2500 Legislative findings The Village Board makes the following legislative findings regarding architectural standards: (1) The exterior design of a building has a substantial and long-lasting effect on surrounding properties and the overall character of the Village. (2) Buildings and especially those within a largely developed area should fit into the context in which they occur. (3) Architectural design standards should allow for a variety of architectural styles and be flexible to the greatest extent possible. (4) The standards in this article are intended to provide meaningful guidance to property owners, design professionals, and public officials. (5) The standards in this article are intended to promote the public health, safety, and welfare and are reasonably related to the public purpose of achieving an attractive, functional, and prosperous community. 50-2501 Applicability The standards in this article apply to all residential buildings with 3 or more dwelling units, mixed-use, and non- residential development as follows, unless otherwise defined: 1. All new buildings 2. Building expansions/additions Specific architectural standards for single-family, two-family residential, and two-unit townhouses are included in Appendix B. 50-2502 Four-sided architecture a. Description. Four-sided architecture refers to a building design where all four sides of the building are aesthetically pleasing and functional. While there may be different materials, colors, and design elements on the various sides of the building, the overall intent is to create a unified theme for the entire building. This can be accomplished through the design of roof lines, use of similar architectural detailing, and building materials. b. Where required. All new principal buildings and major additions must incorporate four-sided architecture when located in the zoning districts specified in Table 18-1. Table 18-1. Four-sided architecture Base zoning district Four-sided architecture is required C-1 Community Business; C-2 Main Street Mixed Use Corridor; PSC-2 Institutional Four-sided architecture is required. However, the rear building elevation is not required to comply with the architectural standards if it does not face a residential zoning district or a residential PDD. PSC-1 Infrastructure; PSC-3 Park and Recreation; M-1 Limited Manufacturing; M-2 General Manufacturing 50-2503 Transition in building heights If the building is located within 60 feet of a residential property, the height of the building must not be more than 25 percent higher than the maximum building height in the residential district. Beyond the 30-foot area, the building may extend the full height as allowed by the zoning district in which it is located. Page 73 of 107 Village of Jackson Chapter 50 – Zoning - Discussion Draft (08-07-2026) - 18-2 50-2504 Form and proportion a. Description. The form and proportion of a building's elevation and roof are basic form-giving characteristics that are important in relating a new building to other buildings and to its setting. b. General standards. The form and proportion of buildings must comply with the following requirements: (1) Elements of a building must be emphasized to visually distinguish the building’s first floor, upper floors, and roof. Color, exterior materials, and/or details must be utilized to express this division. (2) Building components and appurtenances, including doors, windows, canopies and trim, must maintain proportion to each other and to the building as a whole. (3) Buildings located on corner lots must include a prominent architectural feature of greater height or emphasis at the corner where the two public streets meet. 50-2505 Flat roofs a. Generally. A building with a flat roof must be surrounded by a parapet wall on the front and side facades. b. Visibility. When a flat roof is visible from a street or from an adjoining property when viewed 5 feet above the existing grade, the height of the parapet must be at least 3.5 feet above the roof surface to minimize the amount of the flat roof that is visible. c. Coping. At least 80 percent of the front façade must incorporate coping. 50-2506 Roofline articulation a. Description. Roofline articulation refers to the intentional variation in a building’s roof form that, when well designed, reduces perceived mass and scale, creates architectural interest, and promotes compatibility with surrounding development, particularly in areas with a residential character. b. General standards. For commercial and institutional buildings, a change in the roofline must occur at least every 60 feet (Exhibit 18-2). The following elements may be used to create an articulated roof design: (1) distinctions in roof pitch, such as through the use gables, dormers, shed dormers, flat roofs, or towers, that are visually apparent as seen from the ground, (2) variation in roof materials, (3) variation of at least 2 feet in building section height, and (4) any other solution as approved by the Zoning Administrator that achieves the intent of this section. Exhibit 18-1. General standards for flat roofs Note: Letters in the illustration correspond to the subsections in § 50-2505. Exhibit 18-2. Roofline articulation Page 74 of 107 Village of Jackson Chapter 50 – Zoning - Discussion Draft (08-07-2026) - 18-3 50-2507 Fenestration and entrances a. Description. The fenestration of building facades is the orderly arrangement of openings within the elevations of the building. b. General standards. Fenestration and entrances on buildings must comply with the following requirements: (1) Openings must form a unified composition in proportion to the building elevation. (2) Special attention must be given to designing a primary building entrance, one that is distinguishable from the remainder of the building elevation, and incorporates changes in mass, surface, or finish to give emphasis. (3) Building entrances must be designed to be clearly identifiable and easily recognizable from parking lots and pedestrian circulation routes. (4) Design, quality of material, scale and character of a building, especially the location of the entryway, must help identify its importance and be compatible with entrances of adjacent buildings. (5) The hierarchy of entrances through scale, detailing, and design features must be clearly expressed. (6) Entrances of freestanding buildings must be located and be clearly identifiable from the adjacent street or service drive. (7) Primary pedestrian entrances must include two or more of the following elements: roof overhang, canopies, awnings, decorative light fixtures, portico, seating area, pedestrian arcade, gardens, or courtyard. c. Minimum transparency. Each floor must meet the minimum glazing requirements in Table 18-2. For the purpose of this subsection, the façade is any area visible to the public, from any area or building, or from any residence and is measured from the finished grade to the interior ceiling or the bottom of the roof system as applicable (Exhibit 18-3). In meeting the required minimum area requirements, a false window with glazing can be used. Table 18-2. Minimum glazing requirements First story Upper stories Base zoning district Front Side Rear Front Side Rear Multi-family with 3 or more units; and townhouses with 3 or more units in a residential district 10% 5% 5% 10% 5% 5% C-1 Community Business 30% 20% none 20% 10% none C-2 Main Street Mixed Use Corridor 30% 20% none 20% 10% none PSC-1 Infrastructure none none none none none none PSC-2 Institutional 30% 20% none 20% 10% none PSC-3 Park and Recreation 30% if public assembly; none if there is no public assembly 20% if public assembly; none if there is no public assembly none 20% if public assembly; none if there is no public assembly 10% if public assembly; none if there is no public assembly none M-1 Limited Manufacturing 15% 15% none 10% 5% none M-2 General Manufacturing 15% 15% none 10% 5% none Exhibit 18-3. Elements of fenestration Page 75 of 107 Village of Jackson Chapter 50 – Zoning - Discussion Draft (08-07-2026) - 18-4 50-2508 Exterior building materials and details a. General standards. Exterior building materials must comply with the following requirements: (1) Materials must achieve a cohesive and consistent architectural character in new construction through the use of exterior building materials and details that are similar to or compatible with adjacent buildings, except when adjacent buildings consist of substandard materials or lack sufficient detail as required by this section. (2) Materials must be selected to adequately suit the type of building and style in which it is intended to serve. (3) In any building in which the structural frame is exposed to public view, the structural materials must also meet these standards. (4) A primary facade material must be used consistently on all non-residential building elevations to limit the number of compatible secondary facade materials. (5) For a building in an industrial zoning district designed for future expansion, one building side may use a different exterior material than the remainder of the building, provided the material is integrated into and compatible with the overall building design. The different material must be one of the appropriate facade materials, and the site and building plans must show the feasibility of the proposed future building expansion. The different material may only be located on a side of the building, which is not visible from the street. b. Appropriate exterior building materials. Appropriate exterior building materials for new multi-family buildings with 3 or more dwelling units and townhouses with 3 or more dwelling units are listed in Table 18-3. Appropriate exterior building materials for new buildings and additions in the applicable zoning districts are listed in Table 18-4. Upon petition, the Plan Commission can modify these requirements as applied to a specific project as a special exception after considering the nature of the building, its location and visibility. Exhibit 18-4 illustrates successful applications of the various permitted primary exterior building materials on a variety of building types. The Zoning Administrator may grant an administrative adjustment to allow alternative equivalent material if the applicant submits the material warranty, durability specifications, sample material, and photographs of the material on structures similar to the proposed structure or development and the administrator determines that the materials provide similar durability and visual quality. c. Prohibited exterior building materials. The Zoning Administrator may grant an administrative adjustment to allow the use of a prohibited material on a building addition when the existing building is constructed of the same prohibited material. In granting such approval, the Zoning Administrator may require enhancements to the facade, additional landscaping, or other means to improve the aesthetics of the building. The Zoning Administrator must consider the following in making their decision: (1) The prevailing material(s) used on buildings in the same area. (2) The extent to which the building is visible from any public road and adjoining properties. Page 76 of 107 Village of Jackson Chapter 50 – Zoning - Discussion Draft (08-07-2026) - 18-5 Table 18-3. Appropriate exterior building materials by building type Multi-family 3 or more dwelling units Townhouse 3 or more dwelling units Brick (natural or faux panels) X X Stone (natural or cultured) X X Decorative ceramic tile X X Concrete block, split face 30% max. 50% max. Hard-coat stucco[1] X X Glass as an accent X X Architectural metal panels with a flush non-profiled face and concealed anchors X X Corrugated metal panels 30% max. 50% max. Fiber-cement siding and panels[2] X X Engineered wood siding and panels [3] X X Vinyl and aluminum siding X - At least __ percent of the street side façade must be masonry 20% min. 20% min. Masonry on the street side façade must wrap around the outside building corner at least 2 feet when there is a change of façade material X X Note: Any building material not included in this table is not allowed. Page 77 of 107 Village of Jackson Chapter 50 – Zoning - Discussion Draft (08-07-2026) - 18-6 Table 18-4. Appropriate exterior building materials by zoning district C-1 C-2 PSC-1 PSC-2 PSC-3 M-1 M-2 Brick (natural or faux panels) X X X X X X X Stone (natural or cultured) X X X X X X X Decorative ceramic tile X X X X X X X Concrete block, split face 25% max. 25% max. 50% max. 25% max. X X X Hard-coat stucco X X X X X X X EIFS stucco Above ground floor only Above ground floor only X X X X X Glass as an accent X X X X X X X Glass as a major component - X X X - - - Curtain wall system with glass and metal panels X 30% max. X X X X X Concrete panels, tilt-up or precast (flat face) 30% max. 20% max. 50% max. 30% max. 50% max. X X Concrete panels, tilt-up or precast (textured face) 30% max. 50% max. 50% max. 60% max. 60% max. X X Architectural metal panels with a flush non-profiled face and concealed anchors 30% max. 20% max. 70% max. 20% max. X X X Corrugated metal panels - 20% max. 20% max. 20% max. X X X Fiber-cement siding and panels X X X X X X X Engineered wood siding and panels X X X X X X X Vinyl and aluminum siding X - - - X X - Adaptive façade materials (maximum wall area) - 10% max. 10% max. 10% max. 10% max. 10% max. 10% max. Engineered textile facade - 10% max. 10% max. 10% max. 10% max. 10% max. 10% max. At least __ percent of the street side façade must be masonry 25% min. 25% min. na 15% min. 15% min. na na Masonry on the street side façade must wrap around the outside building corner at least 2 feet when there is a change of façade materials X X X X X - - Key for Zoning Districts: C-1 Community Business; C-2 Main Street Mixed Use Corridor; PSC-1 Infrastructure; PSC-2 Institutional; PSC-3 Park and Recreation; M-1 Limited Manufacturing; M-2 General Manufacturing Note: Any building material not included in this table is not allowed. Page 78 of 107 Village of Jackson Chapter 50 – Zoning - Discussion Draft (08-07-2026) - 18-7 Exhibit 18-4. Photo gallery of selected exterior building materials Brick Stone (natural or cultured) Decorative ceramic tile Concrete block, split- face - Stucco Glass as an accent Page 79 of 107 Village of Jackson Chapter 50 – Zoning - Discussion Draft (08-07-2026) - 18-8 Exhibit 18-4. Photo gallery of selected exterior building materials Glass as a major component Concrete panels, tilt-up or precast (detailed/ textured face) Architectural metal panels with a flush non- profiled face and concealed anchors Corrugated (ribbed) metal panels Fiber-cement and engineered wood siding and panels Vinyl and aluminum siding Page 80 of 107 Village of Jackson Chapter 50 – Zoning - Discussion Draft (08-07-2026) - 18-9 Exhibit 18-4. Photo gallery of selected exterior building materials Reclaimed or adaptive façade materials (corrugated roofing, barnwood) Engineered textile facade 50-2509 General architectural requirements Building materials are critical in establishing the character and aesthetic for the area. Buildings require appropriate and respectful attention in the materials selected for facades. The following uses shall be consistent with the following standards for all buildings and building complexes: (1) Buildings exceeding 80 feet in width of a public street facing facade must minimize the effects of size and scale with the use of variable rooflines, door and window openings, facade protrusions and recesses of at least 3 feet, and use of porticos, overhangs, arcades, arches, and/or outdoor patios. (2) Multifamily buildings exceeding 80 feet in width of a public street facing facade must highlight individual dwelling units by using separate entrances for ground-level units and/or by using changes in building materials to break the building into multiple smaller building masses. Garages in multifamily buildings must either be integrated into the building design when attached or designed with the same architectural treatment as the principal structure when detached. (3) Accessory structures must be consistent with the primary building in terms of its character, roof shapes, building materials, colors and architectural details. (4) Building facades must incorporate unified and complimentary finished materials, and to promote longevity and durability. Materials that are appropriate are listed in § 50-2508. (5) Variation in architectural detail, mass and proportion of individual buildings may be used to provide visual interest where more than one building is located on a single parcel. (6) Roofs are elements of buildings which significantly affect the architectural character. The roof is vital to the overall design theme of a building since it is related to its mass, scale, form, and proportion. For all visible roofs, roofing materials and construction must be high quality, such as, standing-seam metal, slate, cedar, or architectural shingles. Roofing materials and shape must be compatible with the architectural style of the building and with surrounding buildings and roofs. (7) All buildings, or groupings or nodes of buildings and structures, must be designed to be sensitive to existing views, or view corridors, and the contexts of the surrounding natural and built environment. 50-2510 Exterior building colors a. Color choices. Exterior building colors must be nonreflective and subtle, in neutral or earth tone hues. The use of high-intensity colors, or fluorescent colors is prohibited. Building trim and architectural accents may incorporate brighter colors; however, such colors must be muted, non-metallic, and non-fluorescent, and may not be used for branding or to identify a specific tenant or use. Standard corporate and trademark colors not meeting these requirements may be used provided the area does not exceed 10 percent of the wall area and the area can be repainted. Page 81 of 107 Village of Jackson Chapter 50 – Zoning - Discussion Draft (08-07-2026) - 18-10 b. Minimum number. At least two differentiating colors must be used in the design of building exteriors. 50-2511 Exterior lighting Exterior lighting on a building must comply with Article 22. 50-2512 Building-mounted mechanical equipment a. Generally. Certain buildings require mechanical equipment that, by necessity or industry practice, must be located entirely or partially outside the building. Such equipment may generate noise or have an appearance that detracts from surrounding properties. This section relates to building- mounted mechanicals. Ground-mounted building mechanicals are addressed in Article 19. b. Roof-mounted mechanicals. Roof-mounted mechanical equipment must be hidden from view at all points along the perimeter of the subject property with screening walls or covers that are similar or complementary in material to those used on the facades of the building (Exhibit 18-5). c. Wall-mounted mechanicals. Wall-mounted mechanicals must be placed out of site from adjoining public streets and screened with landscaping, walls or fences. 50-2513 Specific standards for multi-family buildings with 3 or more units a. Attached garages should not be the predominant architectural feature visible from a street. Where individual attached garages are provided, they should be located and designed so the garage is accessed from the rear or side of the building or otherwise configured to minimize its visual prominence. b. Detached garages should be designed and located so they do not become the predominant architectural feature on the site. c. Multi-family buildings with interior corridors should have secured access doors that limit entry to residents of the building. d. Buildings that include attached or underground parking should have secured access doors that limit entry to residents of the building. 50-2514 through 50-2599 reserved Exhibit 18-5. An example of roof-top mechanicals hidden behind screening Page 82 of 107 Village of Jackson Chapter 50 – Zoning - Discussion Draft (08-07-2026) - 20-1 ARTICLE 20 LANDSCAPING AND BUFFERS DIVISION 1 GENERAL PROVISIONS 50-2700 Legislative findings The Village Board makes the following legislative findings: (1) A healthy environment is an indication of a healthy community. (2) Landscaping helps to maintain and increase property values, which helps to protect public and private investment in a community. (3) Landscaping provides lasting social, economic, environmental, and aesthetic benefits to the community. (4) Landscaping helps to reduce the “heat-island” effect by shading parking lots, streets, and other hard- surfaced areas. (5) Flexible standards allow alternative design options that may better fit the needs of the landowner and that may be needed to address unique site characteristics. (6) Landscaped buffers are needed between parcels of incompatible land uses, and as the degree of incompatibility increases, the amount of buffering (width and landscaping) should increase. (7) Xeriscape planting techniques help promote water and energy conservation. (8) A variety of landscape plants is needed to ensure that the effect of a single disease (e.g., Dutch elm disease) or pest (e.g., emerald ash borer) on landscape plants is minimized. 50-2701 Purpose This division is established to promote the public health, safety, and welfare and is intended to accomplish the following purposes: (1) make the Village of Jackson more attractive and aesthetically pleasing; (2) provide flexible standards where possible, rather than overly prescriptive requirements; (3) improve the aesthetic appearance of the built environment; (4) ensure that land uses of different intensity have sufficient buffering between them to minimize negative effects; (5) create aesthetically pleasing tree-lined streetscapes; Divisions 1. General provisions 2. Landscaping 3. Buffers Exhibit 20-1. General applicability of landscape and buffer requirements Key: A Street frontage (§ 50-2720) B Building foundation (§ 50-2721) C Parking lot (§ 50-2722) D Interior lot (§ 50-2723) E Refuse enclosure and ground-mounted mechanicals (§ 50-2724) F Monument sign (§ 50-2725) G Buffer (Division 3) Page 83 of 107 Village of Jackson Chapter 50 – Zoning - Discussion Draft (08-07-2026) - 20-2 (6) promote economic development by providing a high quality of life; (7) promote and improve public health and safety by providing shade, improving air quality, supporting groundwater recharge, reducing stormwater runoff, and minimizing noise, glare, and heat; and (8) encourage the preservation, expansion, protection, and proper maintenance of the community forest. 50-2702 Applicability The provisions of this article apply to different areas of a parcel as generally depicted in Exhibit 20-1. 50-2703 Landscape plan A landscape plan consists of a completed worksheet as may be used by the Zoning Administrator and a plan view drawing that shows where the required plants will generally be planted. Such drawing must be drawn at the same scale as the site plan drawing. 50-2704 Description of landscape points and classification of plant species a. Generally. The required level of landscape plants is stated in terms of landscape points. As shown in Table 20-1, points are assigned to each of the plant categories based on its mature height. The second part of the table shows where each plant types can be used to satisfy the minimum number of points by location. b. Prohibited plants. Plants specifically designated as invasive by the Wisconsin Department of Natural Resources or other state agency may not be planted and may not be used to meet the requirements of this article. c. Plant hardiness. Selected plants should be hardy in the area where they are planted (Zone 5a/b). Table 20-1. Plant materials – Type and point value Type and point value Botanical name Common name Tall deciduous trees (50 points) Acer spp. maple: red[1], silver[1], sugar[1] Carya spp. hickory: bitternut[1], shagbark[1] Celtis occidentalis hackberry[1] Fraxinus spp. ash (Only those not susceptible to the emerald ash borer) Ginkgo biloba ginkgo (female only) Gleditsia triancanthos honey locust[1] Gymnocladus dioicus espresso Kentucky coffeetree Quercus spp. oak: red[1], white[1], pin, bur[1] Tilia spp. linden: basswood[1], redmond, silverleaf Ulmus spp. American, accolade, cathedral, new horizon, Princeton, triumph (Elm hybrids only) Medium deciduous trees (25 points) Aesculus glabra Ohio buckeye Betula spp. birch: river[1], paper[1] Phellodendron amurense "Macho' Macho amur corktree Prunus spp. cherry: choke[1], pin[1] Prunus Mackii amur chokecherry Low deciduous trees (15 points) Amelanchier spp. serviceberry Crataegus spp. hawthorn: cockspur[1], dotted[1], downy[1], Washington Malus spp. crabapple spp. Sorbus spp. mountain ash: European, showy[1] Page 84 of 107 Village of Jackson Chapter 50 – Zoning - Discussion Draft (08-07-2026) - 20-3 Table 20-1. Plant materials – Type and point value Type and point value Botanical name Common name Syringa reticulata ivory silk Syringa vulgaris common lilac Prunus americana American plum Ostrya virginiana ironwood Tall evergreen trees (40 points) Abies concolor white fir Picea spp spruce: Norway, white, Black Hills Pinus spp. pine: red[1], white[1], Scots Tsuga canadensis Canada hemlock Medium evergreen trees (20 points) Thuja occidentalis American arborvitae Low evergreen trees (12 points) Juniperus spp. juniper: mountbatten, redcedar[1] Thuja spp. arborvitae: pyramidal, techny Tall deciduous shrubs (5 points) Cornus spp. dogwood: gray[1], pagoda, red[1] Rhus spp. sumac: smooth[1], staghorn[1] Syringa spp. lilac: Chinese, hyancinth Viburnum spp. viburnum: arrowwood, wayfaringtree, nannyberry [1] Medium deciduous shrubs (3 points) Corylus americana American filbert, hazelnut Cotoneaster spp. cotoneaster Forsythia spp. forsythia: border, early, weeping Rosa spp. rose: Virgina, rugosa Low deciduous shrubs (1 point) Berberis thunbergii Japanese barberry Spirea spp. spirea: froebel, snowmound Medium evergreen shrubs (5 points) Juniperus chinensis juniper: pfitzer Taxus spp. yew: Japanese Low evergreen shrubs (3 points) Juniperus spp. juniper: sargent, creeping, Andorra Perennials (1 point) Aster spp. aster Rudbeckia hirta black-eyed Susan Liatris spp. blazing star Mepeta spp. catmint Aquilegia spp. columbine Exhinacea spp coneflower Hemerocallis spp daylily Hosta spp. hosta Brunnera macophylla jack frost Alchemilla spp. lady’s mantel Lilium spp. lily Pachysandra spp. pachysandra Paeonia spp. peony Ornamental grasses (5 points) various Notes: [1] Native to Wisconsin [2] Only those species that are not susceptible to the emerald ash borer may be used See "A guide to selecting landscape plants for Wisconsin," E.R. Hasselkus, University of Wisconsin-Extension, Publication A2865 for more plants. The above table may include plants that are not suitable for Zone 5b. Page 85 of 107 Village of Jackson Chapter 50 – Zoning - Discussion Draft (08-07-2026) - 20-4 Table 20-1. Plant materials - Applicability Type Street frontage Building foundation Parking lot Interior lot Refuse enclosure and ground- mounted mechanicals Monument sign Buffer (§ 50-2720) (§ 50-2721) (§ 50-2722) (§ 50-2723) (§ 50-2724) (§ 50-2725) (Division 3) Tall deciduous trees X - X X - - X Medium deciduous trees - - X X - - X Low deciduous trees - - X X - - X Tall evergreen trees - - X X - - X Medium evergreen trees - - X X - - X Low evergreen trees - X X X - - X Tall deciduous shrubs - X X X X X X Medium deciduous shrubs - X X X X X X Low deciduous shrubs - X X X X X X Medium evergreen shrubs - X X X X X X Low evergreen shrubs - X X X X X X Perennials - X X X X X X Ornamental grasses - X X X X X X 50-2705 Specifications for landscaping materials a. Generally. All plant material must be healthy, vigorous, and free of disease and insects. b. Minimum planting size. Trees and shrubs must meet the minimum planting size established in Table 20-2. Further, trees and shrubs must meet the specifications contained in the most current edition of American Standard for Nursery Stock for the corresponding planting size.[1] c. Turf. Turf areas may be sodded or seeded. In areas subject to erosion, sod must be used. Sod must be commercially grown and clean and free of weeds, noxious pests, and diseases. d. Mulch. Where mulch is used as a ground treatment, it must be applied to a maximum depth of 4 inches. A landscape fabric may be placed between the soil and mulch to impede weed growth. Editorial notes: [1] Commentary: This publication is published by the American Nursery & Landscape Association and is an approved American National Standard (ANSI Z60.1-2004). 50-2706 Credit for preserving existing trees and shrubs a. Generally. Landscape plantings as required by this article may be satisfied in whole, or in part, by preserving existing trees and shrubs on the subject property. Table 20-2. Minimum planting size Plant category Minimum planting size Tree Tall deciduous tree 2 ½” caliper Medium deciduous tree 1 ½” caliper Low deciduous tree 1” caliper Tall evergreen tree 5’ tall Medium evergreen tree 4’ tall Low evergreen tree 3’ tall Shrub Tall deciduous shrub 24” tall Medium deciduous shrub 18” tall Low deciduous shrub 18” tall Tall evergreen shrub 24” tall Medium evergreen shrub 18” tall Low evergreen shrub 12” tall Page 86 of 107 Village of Jackson Chapter 50 – Zoning - Discussion Draft (08-07-2026) - 20-5 b. Allocation of credits. An existing tree shall be credited based on its size as shown in Table 20-3. An existing shrub is credited on a one-for-one basis regardless of size. c. Location of trees and shrubs. A tree eligible for credit must be located within 10 feet of a required buffer or parking lot to which the credit is to be applied or within the street terrace. A shrub eligible for credit must be located within the area to which the credit is to be applied. d. Condition of trees to be used as credit. In order to use an existing tree or shrub as credit, the following conditions must be satisfied: (1) The area within the critical root radius (1.5 feet for every diameter inch or 6 feet away from the tree trunk, whichever is greater), must be preserved in its natural state or covered with pervious landscape material and must be retained at original grade with no trenching, cutting of any roots, or compaction of soil. (2) Prior to the commencement of any land-disturbing activity and during the life of the construction project, a temporary barrier must be placed around the tree at the drip line or 6 feet away from the tree trunk, whichever is greater. Such barrier may consist of a plastic mesh or snow fence with poles not more than 15 feet apart. (3) The existing stock shall not be damaged from skinning, barking, and the like. (4) The existing stock must be healthy and free from disease, damage, and active insect infestation potentially lethal to the tree. Table 20-3. Allowable tree credits Caliper of existing tree Number of trees credited 2 inches up to 12 inches 1 12 inches and greater 2 Table 20-4. Minimum separation from specified objects Tree Shrub Fire hydrant 8’ 6’ Utility pole 20’ 6’ Utility cabinet and pedestal 8’ 6’ Street intersection 20' 10' Page 87 of 107 Village of Jackson Chapter 50 – Zoning - Discussion Draft (08-07-2026) - 20-6 50-2707 General design and placement guidelines a. Random placement. To the extent possible, plants must be randomly placed to give a natural appearance. b. Planting beds. Where required, shrubs must be placed in planting beds with mulch. c. Proximity to specified features. Trees and shrubs must be separated from driveways, fire hydrants, utility poles, and utility pedestals and cabinets as listed in Table 20-4. d. Proximity to overhead utility lines and the like. Trees and shrubs must not be placed where they will require frequent pruning to avoid interference with overhead utility lines, buildings, or other structures. e. Landscaping within vision triangle. Landscaping within a vision triangle must be consistent with the standards in § 50-2408. f. Integration with natural amenities. When a site abuts a natural amenity such as a stream, park, or other open space, the landscape plan must integrate with and respect the natural integrity of the amenity. g. Integration with stormwater facilities. Detention and retention ponds must be designed to be physically, functionally, and visually integrated into adjacent landscape areas. h. Snow storage. Landscape plants should not be located in areas reserved for snow storage, except when such plants are salt- tolerant and will not be otherwise damaged. 50-2708 Plant diversity a. Tree species. The maximum number of required trees in the same genus must comply with the proportions established in Table 20-5. For example, if three tree species are required, a species in three different genuses must be used (e.g., Quercus - oaks, Acer - maples, Pinus - pines). b. Shrub species. It is recommended that the proportion of required shrubs and ground cover follow the standards established in Table 20-5, except that different species within the same genus may be used. 50-2709 Maintenance a. Generally. All landscaping must be maintained in good condition to present a healthy, neat, and orderly appearance, free from refuse, weeds, and debris. b. Responsibilities. The current landowner is responsible for maintaining the vegetation, irrigation system, screening devices, and other landscape components as may be required by this division. c. Maintenance practices. Maintenance consists of regular and normal maintenance practices of landscaping including weeding, irrigation, fertilizing, pruning, and mowing. Plant materials that exhibit significant levels of insects, pests, diseases, or damage must be treated as appropriate. d. Replacement, generally. Plant materials which were planted as required by this division or which were used as a credit and which die or are irreparably damaged must be removed and replaced with living plant materials consistent with the approved landscape plan or as required by this division. Exhibit 20-2. An example of where not to plant a tree or install a light pole Table 20-5. Plant diversity requirements and recommendations Required number of plants Maximum proportion of tree species in same genus Recommended proportion of same species for shrubs 11 to 20 30% 25% 21 to 30 25% 20% 31 to 40 20% 15% 41 to 50 15% 10% 51 and more 10% 10% Page 88 of 107 Village of Jackson Chapter 50 – Zoning - Discussion Draft (08-07-2026) - 20-7 e. Replacement following a natural disaster. Plant materials that were planted as required by this division or which were used as a credit and which die or are irreparably damaged due to a natural disaster, such as area-wide flooding or high wind, must, within 2 years of such event, be removed and replaced with plant materials consistent with the approved landscape plan or as required by this division. With just cause, the Village Board may on a case-by-case basis grant an extension of 2 additional years upon written request, or pass a resolution granting a blanket extension to all affected properties in the Village. f. Staking. Stakes and cables used to support a tree should be removed within 24 months of planting. 50-2710 Use of low-water-adaptive vegetation The use of low-water-adaptive vegetation should be incorporated into landscape designs to the extent possible. When the total amount of landscaping in a project, excluding terrace areas, exceeds 5,000 square feet, at least 30 percent of the required vegetation should be low-water-adaptive vegetation and planted in one or more groupings. 50-2711 Berms a. Maximum slope and form. To facilitate maintenance and efficient irrigation water usage, a berm may not exceed a slope of 3:1 (i.e., for every 3 feet of horizontal run the vertical height is one foot). A berm should be graded to appear as a curvilinear, naturalistic form. b. Construction. A berm should be compacted during the construction process to minimize settling. c. Stabilization. A berm must be covered with turf or mulch along with required plant materials. d. Effect on stormwater flow. A berm may not be designed or constructed in a manner that diverts the natural flow of stormwater onto adjacent properties. e. Placement with respect to existing trees and shrubs. No portion of a berm may be placed within the critical root zone (1.5 feet for every diameter inch) of an existing tree. f. Placement within vision triangle. A berm located within a vision triangle must comply with the standards in § 50-2408. 50-2712 Timing Required landscaping, screening, and buffers must be installed before issuance of an occupancy permit for the use or uses. If weather conditions during the late fall to early spring seasons do not allow proper installation, the building inspector may grant temporary occupancy, provided the property owner and Village enter into a written agreement, with a financial guarantee, that requires completion no later than July 1 or as specified in the agreement. 50-2713 through 50-2719 reserved DIVISION 2 LANDSCAPING 50-2720 Street frontage landscape requirements a. Applicability. Street frontage landscaping is for a new building or when an existing building is expanded by 50 percent or more. b. Minimum amount required. A minimum of 1 landscape points are required for every linear foot of frontage along a public or private street. Page 89 of 107 Village of Jackson Chapter 50 – Zoning - Discussion Draft (08-07-2026) - 20-8 c. Placement on lot. Plants required by this section must be located on the subject property within 10 feet of the public right-of-way or 20 feet of a private street. Plantings may be placed within the terrace area if approved by the Zoning Administrator. d. Suitable plant types. Only tall and medium deciduous trees can be used for street frontage plantings. If there are overhead utility lines, low deciduous trees may be substituted at a ratio of 2 points per lineal foot of street frontage when the Zoning Administrator determines there is no other option. The following trees may not be used as street trees because of undesirable traits (e.g., weak wood, form, fruit/nut litter): (1) silver maple, (2) box elder, (3) butternut, (4) black walnut, and (5) any other tree so designated by the Zoning Administrator. 50-2721 Building foundation landscape requirements e. Applicability. Building foundation landscaping is required for a new building or for that part of a building expansion. f. Minimum amount required. A minimum of 3 landscape points are required, on a prorated basis, for every lineal foot of building foundation perimeter. g. Placement on lot. Plants required by this section must be placed so that, at maturity, the dripline of each plant is generally located within 20 feet of the building foundation. As a general rule, plants must be distributed around the entire perimeter of the building. Such landscaping shall not be located in those areas required for landscaping as street frontages or parking areas. h. Suitable plant types. Tall and medium trees may not be used to meet building foundation landscape requirements. i. Anticipated future development. Where an approved site plan depicts a future building extension, the foundation landscaping requirement is calculated by measuring the length of the total perimeter. However, foundation plantings need only be installed based on the landscape points calculated from the portions of the building perimeter that will not be affected by building extension. If this results in point requirements which are not met through the initial planting, then such requirement must be met within 5 years of building permit issuance, or as extended in writing by the Zoning Administrator. 50-2722 Pavement landscape requirements a. Applicability. Pavement landscaping is required (1) for a new parking area, (2) for that part of pavement being added, when the existing principal building is expanded and the total added area is less than 50 percent of the building’s size as of [date], 2026, or (3) for the existing parking area and the pavement area being added, when the existing principal building is expanded and the total added area is 50 percent or more of the building’s size as of [date], 2026. b. Minimum amount required. A minimum of 5 landscape points is required for every 100 square feet of paved area. c. Suitable plant types. At least 60 percent of the required landscape points must be allocated to tall or medium trees, and at least 20 percent must be allocated to shrubs. Exhibit 20-3. An example of a foundation planting Page 90 of 107 Village of Jackson Chapter 50 – Zoning - Discussion Draft (08-07-2026) - 20-9 d. Placement on lot. Plants must be installed in landscape islands located within or extending into the paved area, or generally within 15 feet of the perimeter of the paved area. For parking lots with more than 75 parking stalls, at least 35 percent of the required landscaping must be located within landscape islands in the interior of the parking lot. Each interior landscape island must be at least 10 feet wide, contain a minimum of 360 square feet of planting area, and include at least one large deciduous tree. Interior landscape islands should be evenly distributed throughout the parking lot. The layout should emphasize islands that support healthy plant growth, efficient vehicle circulation, and long-term site maintenance. Linear islands located between rows of parking stalls are preferred over small islands located only at the ends of parking rows. e. Bioretention areas. Bioretention areas that are used to treat stormwater runoff from parking areas should be integrated into landscape areas as may be required. 50-2723 Lot interior landscape requirements Interior landscaping is not required. However, if it is not possible to install some of the landscaping in the required places, those points may be installed as interior landscaping. 50-2724 Landscaping for refuse enclosure and ground-mounted mechanicals a. Applicability. A refuse enclosure or ground-mounted building mechanical equipment located within 200 feet of a lot line must be landscaped in accordance with this section, in addition to any required fencing. b. Minimum amount required. A minimum of 3 landscape points is required for every lineal foot around the perimeter of the refuse enclosure or the area used for ground-mounted building mechanicals. While the total number of landscape points is based on the entire perimeter, plants should be placed along those sides that are most visible from customer parking areas, public streets, and adjoining residential properties. c. Suitable plant types. Suitable plants include a mix of medium evergreen trees (e.g., American arborvitae), shrubs, perennials, and ornamental grasses (Table 20-1). 50-2725 Landscaping for monument signs a. Applicability. A monument sign must be landscaped in accordance with this section, except in industrial zoning districts. b. Minimum amount required. At least 30 landscape points must be provided around the base of a monument sign. c. Suitable plant types. Suitable plants include a mix of medium evergreen trees (e.g., American arborvitae), shrubs, perennials, and ornamental grasses (Table 20-1). 50-2726 Parking lot screening a. Applicability. Unless a buffer is required by this article, an off-street parking area with four or more parking spaces must provide screening as described in this section when located within 25 feet of a front lot line or within 25 feet of a side or rear lot line that abuts a residential property (Exhibit 20-4). This requirement also applies to existing parking areas that are expanded or substantially reconfigured. b. Minimum standards. The property owner may select Option A, B, C, and D for a parking area facing a side or rear lot line and Option C and D for a parking area facing the front lot line (Exhibits 20-4 and 20-5). Page 91 of 107 Village of Jackson Chapter 50 – Zoning - Discussion Draft (08-07-2026) - 20-10 Exhibit 20-4. Parking lot screening Key: A Front lot line B Side lot line C Rear lot line D 25 feet E Screening option C or D F Screening option A, B, C or D Exhibit 20-5. Minimum parking lot screening options Width of landscape area Required fencing Perennials and ornamental grasses Ornamental trees and Shrubs Option A – 2 feet Decorative masonry wall, 32 to 38 inches above grade 1 landscape point per 2 feet of frontage placed between the fence and the street / lot line None required Option B – 5 feet Decorative metal fence with masonry piers, 32 to 38 inches above grade 1 landscape point per 3 feet of frontage placed between the fence and the street / lot line 2 landscape points per foot of frontage with 60 percent of the points placed between the fence and the street / lot line Option C – 8 feet Decorative metal fence, 32 to 38 inches above grade 2 landscape points per foot of frontage placed between the fence and the street / lot line 4 landscape points per foot of frontage with 60 percent of the points placed between the fence and the street / lot line Option D – 10 feet Decorative metal fencing is optional 4 landscape points per foot of frontage placed between the fence and the street / lot line 6 landscape points per foot of frontage 50-2727 through 50-2739 reserved The remainder of this page left intentionally blank. Page 92 of 107 Village of Jackson Chapter 50 – Zoning - Discussion Draft (08-07-2026) - 20-11 DIVISION 3 BUFFERS 50-2740 Buffers – general provisions a. Applicability. A buffer is required at the time of development along the side and rear lot lines of the lot being developed when it abuts another lot in a different zoning district. As a condition of approving a conditional use, the Plan Commission may require that a buffer be incorporated into the project’s overall design. The standard imposed is based on the degree of incompatibility between the adjoining use and the conditional use. b. Responsible party. When two adjoining parcels are vacant and they are located in different zoning districts, one half of the required buffer must be located on each parcel (i.e., one half of the required width and one half of the required plants). When a vacant parcel adjoins a developed parcel and each are located in different zoning districts, the buffer must be located on the parcel being developed. When two adjoining parcels are developed and one is proposed to be redeveloped, the buffer must be located on the redeveloped parcel unless half of the required buffer already exists on the adjoining parcel. c. Relationship of fencing and plantings. When a fence or berm is used in conjunction with plantings, one-half of the required number of landscape points must be planted between the fence or berm and the property line. d. Use of buffer. A buffer must be undeveloped, except that the Zoning Administrator may allow the following in a buffer: (1) an unpaved fire lane,[1] (2) utility boxes and cabinets when necessary, (3) a paved bicycle/pedestrian path or a paved sidewalk when necessary to allow for proper on-site and off-site pedestrian circulation, (4) a paved vehicular access between the adjoining parcels provided it is located in the least intrusive location and is located generally perpendicular to the property boundary line, (5) stormwater management facilities, and (6) other structures and features deemed compatible by the administrator. If a utility easement is located along the property boundary line where a buffer is also required, the width of the easement may be used to satisfy the width requirement of the buffer, in whole or in part, provided none of the required landscaping and/or fencing is located within the utility easement. e. Multi-use developments and mixed use. For multi-use developments on a single lot, the use nearest the property line determines the buffer requirement for that area. For mixed uses (two or more uses in the same structure), the higher intensity use determines the buffer requirement. f. Longevity. Buffers must be maintained in perpetuity. However, the Zoning Administrator may terminate a buffer when (1) the parcel containing the buffer is rezoned to the same zoning classification as the adjoining parcel or (2) when the adjoining parcel is rezoned to the same zoning classification as the parcel with the buffer. g. Ownership. When a buffer is required in a subdivision, it must be held in common by a homeowners association or incorporated into the adjoining lots. Editorial notes: [1] Commentary: A number of products have been introduced in recent years that allow grass to grow in a plastic-type mesh that can support a fire truck. 50-2741 Determination of required buffer The determination of a buffer requirement is a two-step process as follows: Step One – Identification of required buffer standard. The required buffer standard is determined using Exhibit 20- 44. First determine which of the two zoning districts allows the most intense development. Next, find that zoning designation at the top of the table and then move down the column to the cell where the zoning designation of the other district intersects. If a buffer is required, a letter will be shown in that cell. If the parcel being developed Page 93 of 107 Village of Jackson Chapter 50 – Zoning - Discussion Draft (08-07-2026) - 20-12 adjoins land in the town, that municipality’s zoning classification that most closely corresponds to the Village’s zoning classification is used to determine buffer requirements. Exhibit 20-6. Standards for a buffer between different zoning districts Other zoning district Zoning district allowing the greatest intensity or density RD-1 RD-2 RD-3 RD-4 RD-5 RD-9 RT-10 RT-11 MRH C-1 C-2 PSC-1 PSC-2 PSC-3 PSC-4 M-1 M-2 CON UT RD-1, RD-2, RD-3 - A B - A A A C A - - B C - - RD-4 A B - A A A B A - - B C - - RD-5 B A A - A B A - - B C - - R-9 B A - A B A - - B C - - RT-10, RT-11 A A A C A - - B C - - MRH A A A - - - B C - - C-1 - A - - - B C - - C-2 A - - - B B - - PSC-1 - - B C - - PSC-2 - A A - - PSC-3 - - - - PSC-4 - - - M-1 - - M-2 - CON UT Zoning Districts Key: RD-1 Single-Family Residential; RD-2 Single-Family Residential; RD-3 Single-Family Residential; RD-4 Single- and Two-Family Residential; RD-5 Multiple- Family Residential; RD-9 Manufactured Home Community; RT-10 Single-Family Residential; RT-11 Single-Family Residential; MRH Mixed Residential Housing; C-1 Community Business; C-2 Main Street Mixed Use Corridor; PSC-1 Infrastructure; PSC-2 Institutional; PSC-3 Park and Recreation; PSC- 4 Railroad; M-1 Limited Manufacturing; M-2 General Manufacturing; CON Conservancy; UT Urban Transition Notes: 1. A dash “-” means that a buffer is not required. 2. For A, B, C, and D see Exhibit 20-7 for the width of the buffer and related landscaping requirements. While standards for “D” are included, that buffer is currently not required. The remainder of this page left intentionally blank. Page 94 of 107 Village of Jackson Chapter 50 – Zoning - Discussion Draft (08-07-2026) - 20-13 Step Two – Identification of detailed buffer requirements. In the next step, the developer chooses how the required standard will be met. For each standard, a variety of width, landscaping point, berm, and fence combinations are possible as listed in Exhibit 20-7. Different landscaping point options may be used along the length of a buffer, provided no such segment is less than 100 feet. Exhibit 20-7. Detailed buffer requirements A Width Points per lineal foot Required fence or berm [1] Example schematic [2] A-1 8’ 1.5 Solid fence [3,4,5] A-4 A-2 10' 2.0 - A-3 15' 1.5 - A-4 20’ 1.25 - B B-1 15’ 1.0 Solid fence [3,4,5] B-3 B-2 15’ 3.0 - B-3 20' 2.0 - B-4 25' 1.5 - B-5 30' 1.25 - C C-1 15’ 2.0 Solid fence [3,4,5] C-3 C-2 15’ 4.5 - C-3 20' 4.5 - C-4 25' 4.0 - C-5 30' 2.75 - C-6 30’ 2.25 4’ berm D D-1 20' 2.0 Solid fence [3,4,5] D-1 D-2 25' 3.25 - D-3 30' 2.75 - D-4 35' 2.5 - D-5 40' 2.0 - D-6 40' 1.5 4' berm Notes: [1] A dash “-” means not applicable [2] All schematics are intended to be illustrative. [3] Maximum height is controlled by standards in Appendix B. [4] When a fence is used, at least 50 percent of the required plant materials must be located on the exterior side (the side away from the center of the subject property) of the fence. If at the time of development, there is a fence on the adjoining property, this planting requirement does not apply. [5] When a fence is used to enclose an activity or storage area, a fence may not be used in the buffer. 50-2742 through 50-2799 reserved Page 95 of 107 Village of Jackson Chapter 50 - Zoning - Discussion Draft (08-07-2026) - 23-1 ARTICLE 23 SIGNS 50-3000 Legislative findings The Village Board makes the following legislative findings relating to signs: (1) Sign regulations in this article (i) promote the public welfare, health, and safety of people using the public roads and other public travelways; (ii) advance the aesthetic goals of the Village while allowing creative and effective signage; and (iii) reduce the visual clutter caused by advertising signage which is a significant cause of unsafe traffic and visibility conditions. (2) Sign regulations in this article are not intended to control the content of a message, except as allowed by law, or to unduly restrict the appearance of a sign. (3) The limitations placed on signs by this article are deemed to be the minimum necessary to accomplish the purposes of this article. 50-3001 Purpose This article promotes the public health, safety, and general welfare and is intended to: (1) encourage the effective use of signs as a means of communication in the Village; (2) maintain and enhance the aesthetic environment and the Village’s ability to attract sources of economic development and growth; (3) promote the desired community and neighborhood character and aesthetics described in the Village’s comprehensive plan; (4) protect the safety of the public by requiring proper maintenance of signs and establishing minimum design and construction standards; (5) improve pedestrian and traffic safety by reducing distractions and obstructions and discouraging visual competition; (6) minimize the possible adverse effect of signs on nearby public and private property; and (7) enable the fair and consistent enforcement of these restrictions. 50-3002 Applicability All signs located in the Village must comply with this article, except for the following which are exempt: (1) A traffic control sign and other similar regulatory signage when located on public property along a roadway or other travelway when placed by or authorized by the federal government, the State of Wisconsin, Washington County, or the Village of Jackson. (2) A sign inside of a building that does not meet the definition of a window sign. (3) A legal notice posted on private property as may be required or authorized by municipal, state, or federal law. (4) A scoreboard associated with an outdoor athletic field, which is to be reviewed as part of a site plan review. (5) A sports league sponsor sign (banner or rigid) that is temporarily affixed to a fence on an outdoor athletic field, which is subject to other regulations as may be adopted by the Village Board. (6) A sign that is not visible from a public right-of-way. Page 96 of 107 Village of Jackson Chapter 50 - Zoning - Discussion Draft (08-07-2026) - 23-2 50-3003 Prohibited signs a. Intent. Some specific signs and classes of signs, provide little value while harming community aesthetics and/or the public welfare. b. Undefined signs. A sign not specifically allowed in this article is prohibited. c. Unauthorized signs on public property. A sign located on public property, including a public right-of-way, is prohibited unless specifically approved by the jurisdiction having authority over such public property. d. Vehicle signs. Vehicle signs are prohibited. e. Inflatable signs. Inflatable signs are prohibited. f. Roof signs. Roof signs are prohibited. g. Projected signs. Projected signs (e.g., holographic) are prohibited. h. Any sign that does not comply with state law, including § 944.21, Wis. Stats., is prohibited. Page 97 of 107 Village of Jackson Chapter 50 - Zoning - Discussion Draft (08-07-2026) - 23-3 Exhibit 23-1. Sample of prohibited signs Vehicle sign Vehicle sign Signage in public right-of-way Projected (holographic) sign Inflatable sign Inflatable sign Roof sign Page 98 of 107 Village of Jackson Chapter 50 - Zoning - Discussion Draft (08-07-2026) - 23-4 50-3004 Dangerous and unmaintained signs a. Intent. In order to ensure public welfare and safety, and to promote community aesthetics, dangerous, and unmaintained signs shall be ordered removed from the property upon which they are located. b. Abandoned signs. All signs or sign messages should be removed for any business within 30 days by the owner or lessee of the premises, when the business it advertises is no longer conducted. c. Dilapidated or deteriorated signs. The Village Board or Zoning Administrator may seek the removal of a sign determined to be deteriorated or dilapidated subject to the procedures and requirements set forth in state law, including § 66.0413, Wis. Stats. d. Maintenance and repair. A sign that is allowed under this article, including nonconforming signs, must be maintained so that it is (1) safe, (2) clean, (3) in proper working condition, and (4) structurally sound. A sign must be kept neatly painted, including exposed wood and metal surfaces that are not galvanized or of rust-resistant material. A sign or part thereof made of a fabric or any fabric-like material must not be torn, ripped, or frayed. The Zoning Administrator shall have the authority at any time to inspect and order the painting, repair, alteration, or removal of a sign which constitutes a hazard to the safety, health or public welfare by reason of inadequate maintenance, dilapidation, obsolescence, or change in local conditions. 50-3005 General standards for all signs a. A sign may not resemble, imitate, or approximate traffic or railroad signs, signals, or devices. b. A sign may not obstruct or interfere with the effectiveness of railroad or traffic signs, signals, or devices. c. A sign may not cause glare, mislead or confuse traffic, or impair driver visibility on public ways, private roadways, or adjoining properties. d. A sign may not be erected, relocated, or maintained so as to prevent free ingress to or egress from any door, window, stairway, fire escape, or driveway. e. A sign may not be attached to a standpipe or fire escape. f. A sign may not be attached to a tree or painted on rocks. g. Balloons, ribbons, or any other attention-getting devices may not be attached to a sign, including any supports. h. A sign may not flash, blink, strobe, or be animated, except as specifically allowed in this article. i. A sign may not oscillate or rotate or move in any other manner. j. A sign may not emit any sound, odor, or visible matter (e.g., bubbles, steam). k. A sign must comply with any state and local building codes as applicable. l. When a sign is authorized to contain electrical power or when a sign is illuminated by one or more external light fixtures, the electric wire providing the electric power to the sign or the light fixture must be placed underground. m. A sign may not be placed on a telecommunication tower, except as required or permitted by this chapter. n. A sign must be designed and constructed to withstand wind pressure of not less than 40 pounds per square foot of area, and receive dead loads as required by the Village’s building code or other regulation. o. A sign must comply with state law, including § 944.21, Wis. Stats. 50-3006 Electronic message displays (EMDs) a. Findings. The Village Board makes the following findings regarding electronic message displays (EMDs): (1) Electronic displays are designed to produce sufficient brightness to ensure clear legibility during daylight hours. However, daytime brightness settings are inappropriate for night-time viewing. (2) Electronic displays that are too bright at night can be offensive and reduce the legibility of the display copy. Page 99 of 107 Village of Jackson Chapter 50 - Zoning - Discussion Draft (08-07-2026) - 23-5 (3) Technology exists to control lighting levels, with scheduled dimming based on sunset-sunrise tables or with photocells. (4) Appropriate standards are necessary to ensure electronic displays do not become a nuisance to surrounding property owners or pedestrians or a distraction to passing motorists. b. General standards. An electronic message display when allowed by this article must comply with the following minimum standards: (1) An electronic message display must be equipped with technology the sign owner can use to program lighting levels to comply with the lighting standards in this section (i.e., automatic dimming). (2) Except for time and temperature displays, the message shall remain static at least 60 second before the next message appears. (3) No part of the message can flash, fade in or out, or otherwise create the appearance of movement. (4) There shall be no transition between messages (i.e., no traveling, scrolling, dissolving, or fading). (5) The electronic message display must be turned off by 11:00 pm each day or 30 minutes after the close of the business on the premises whichever is later and shall remain off until 5:00 am or one hour before the business is open, whichever is earlier, the following day. (6) An electronic message display must be placed, designed, and constructed to be an integral part of the sign to which it is attached. (7) An electronic message display must be located more than 100 feet from an electronic message display on an adjoining parcel. (8) By installing an electronic message display the property owner agrees to cooperate with the Zoning Administrator in testing the illuminance of the display. (9) Lighting levels may not exceed 0.1 footcandles over ambient lighting conditions at the lot line of a residential property or 0.2 footcandles over ambient lighting conditions at the lot line of a commercial, industrial, or institutional property. (10) Lighting levels may not exceed 0.3 footcandles over ambient lighting conditions when measured at the specified distance in the Table 23-1, based on the size of the display. The publication titled “Night-time Brightness Level Recommendations for On-Premise Electronic Message Centers,” as published by the International Sign Association, describes how lighting levels are to be measured. A copy of this publication is available from the Building Inspector. 50-3007 Electric signs A sign contractor or other qualified individual may install electric signs and install ballasts, high-voltage transformers, lighting tubes, and other components, but may not do any work that is otherwise regulated by the National Electrical Code or other City regulation such as connecting an electric sign to the primary branch circuit. 50-3008 Awning signs a. The awning, whether existing or proposed, must be conforming to all applicable regulations. b. The awning, whether existing or proposed, must be made of an opaque material. c. The awning must be located above the primary public entrance or windows that face the parking lot or public street. Table 23-1. Determining the point of measurement Sign area (square feet) Measurement distance (feet) 10 32 15 39 20 45 25 50 30 55 35 59 40 63 Note: The sign areas listed in this table are for illustration only. The Village sign regulations may not allow the sign areas listed. For signs areas not listed, the measurement distance is calculated with the following formula: 𝑀𝑒𝑎𝑠𝑢𝑟𝑒𝑚𝑒𝑛𝑡 𝑑𝑖𝑠𝑡𝑎𝑛𝑐𝑒 = √𝐴𝑟𝑒𝑎 𝑜𝑓 𝑠𝑖𝑔𝑛 𝑎𝑟𝑒𝑎 (𝑖𝑛 𝑠𝑞𝑢𝑎𝑟𝑒 𝑓𝑒𝑒𝑡) 𝑥 100 Page 100 of 107 Village of Jackson Chapter 50 - Zoning - Discussion Draft (08-07-2026) - 23-6 d. An awning sign must complement the scale and proportion of the awning, and compliment the architectural style of the building on which it is to be attached. e. When located above a walkway, the bottom edge of the awning must be at least 8 feet above the surface of the walkway. f. The sign shall only be placed on the valance (i.e., the vertical flap of the canopy) that is parallel to the face of the building. g. If the awning extends over public property (e.g., above a public sidewalk in a street right-of-way), the property owner must obtain a hold harmless agreement, or equivalent written approval, from the entity having jurisdiction over the public property. 50-3009 Marquee signs a. The marquee, whether existing or proposed, must be conforming to all applicable regulations. b. The marquee must be located above the primary public entrance. c. A marquee sign must complement the scale and proportion of the marquee, and compliment the architectural style of the building on which it is to be attached. d. When located above a walkway, the bottom edge of the marquee must be at least 8 feet above the surface of the walkway beneath the canopy. e. The sign shall only be placed on the vertical surface of the marquee. f. If the marquee extends over public property (e.g., above a public sidewalk in a street right-of-way), the property owner must obtain a hold harmless agreement, or equivalent written approval, from the entity having jurisdiction over the public property. g. The area of a marquee sign without a distinctive border or background is the smallest rectangle encompassing all words, letters, figures, emblems, and other elements of the sign message. The area of a marquee sign with a distinctive border and/or background is the smallest rectangle encompassing the border or background. 50-3010 Monument signs a. A monument sign must comply with all applicable building regulations, along with any additional construction standards in this article. b. Lighting for a monument sign must comply with the National Electrical Code (NEC). c. Balloons, ribbons, or any other attention-getting devices may not be attached to a monument sign, including the support structure. d. Landscaping must be provided as set forth in § 50-2725. e. The base of a monument sign must be covered with brick, stone, split-face masonry block, wood, stucco, or other material that matches or is similar to and complements the exterior building materials on the principal building. f. The width of the base of a monument sign must be at least 80 percent of the width of the sign face. g. A monument sign must be located at least 5 feet from a public street right-of-way. h. A monument sign must be located at least 15 feet from an access drive. i. A monument sign must be self-supporting (i.e., no guy wires or the like). j. A monument sign must be attached to a permanent foundation set in the ground that complies with the requirements of the International Building Code (IBC) adopted at the time of the permit application. k. A monument sign may not unreasonably obstruct the view of a conforming sign on another property. l. Electric service to a monument sign must be concealed (e.g., placed underground). Page 101 of 107 Village of Jackson Chapter 50 - Zoning - Discussion Draft (08-07-2026) - 23-7 m. A monument sign may not be placed within the clear vision triangle except as may be allowed by the municipal code. n. If internally illuminated, the sign face of a monument sign must be constructed with an opaque surface to allow internal light to project only through the cut-out lettering and/or logos. o. The height of monument sign is measured from the surrounding grade to the top of sign. If the monument sign is located within 50 feet of the edge of the street and the surrounding grade is below the grade of the abutting street, then the sign height is measured from the street grade to the top of the sign as depicted in Exhibit 23-2. Exhibit 23-2. Measuring the height of a monument sign p. The area of a monument sign is the actual area of the sign face. If a monument sign is three-dimensional, the sign area is the area of the object projected on a flat surface (Exhibit 23-3). The horizontal base, the vertical pillars, brackets, and other supports are not included in the area calculation. Exhibit 23-3. Measuring the area of a monument sign 50-3011 Projecting signs a. A projecting sign must complement the scale, proportion, and architectural style of the building on which it is to be attached. b. The bottom of the projecting sign must be at least 8 feet above grade and the top of the sign must not extend higher than the face of the building wall on which it is attached. c. If a projecting sign extends over public property (e.g., above a public sidewalk in a street right-of-way), the property owner must obtain a hold harmless agreement, or equivalent written approval, from the entity having jurisdiction over the public property. d. The area of a projecting sign is the area of the sign face. If a projecting sign is three-dimensional, the sign area is the largest area of the object projected on a flat surface. Brackets and other supports are not included in the area calculation. e. The maximum distance a projecting sign can extend past the face of the building on which it is attached is based on the distance from the grade below the sign to the bottom of the sign as follows: Page 102 of 107 Village of Jackson Chapter 50 - Zoning - Discussion Draft (08-07-2026) - 23-8 • 2.5 feet from building face for a sign 8 to 10 feet above grade • 3 feet from building face for a sign 11 to 13 feet above grade • 4 feet from building face for sign 14 to 16 feet above grade • 5 feet from building face for a sign more than 16 feet above grade In no event can a projecting sign be closer than 3 feet to the curb line of a street or internal vehicle use area including internal drives and parking areas. 50-3012 Pylon signs a. A pylon sign must comply with all applicable building regulations, along with any additional construction standards in this chapter. b. Lighting for a pylon sign must comply with the National Electrical Code (NEC). c. Balloons, ribbons, or any other attention-getting devices may not be attached to a pylon sign, including the support structure. d. A pylon sign may be double-faced provided the two faces are parallel to one another. e. A pylon sign may not have more than two sign areas. f. A pylon sign may not incorporate a three-dimensional sign feature. g. A pylon sign must be located at least 15 feet from an access drive. h. A pylon sign must be located at least 5 feet from a public street right-of-way. i. A pylon sign must be self-supporting (i.e., no guy wires or the like). j. A pylon sign must be attached to a permanent foundation set in the ground that complies with the requirements of the International Building Code (IBC) adopted at the time of the permit application. If the height of the sign is 15 feet or more, the petitioner must provide a design approved by a professional engineer, qualified to provide such certification. k. A pylon sign may not unreasonably obstruct the view of a conforming sign on another property. l. Electric service to a pylon sign must be concealed (e.g., placed underground). m. A pylon sign may not be placed within the vision clearance area except as allowed by the Municipal Code. n. If internally illuminated, the sign face of a pylon sign must be constructed with an opaque surface to allow internal light to project only through the cut-out lettering and/or logos. o. The area of a pylon sign is the actual area of the sign face. p. The bottom of the pylon sign face must be at least 8 feet above the ground surface. 50-3013 Suspended signs a. The feature to which the suspended sign is attached must be conforming to all applicable regulations. b. A suspended sign must be perpendicular to the face of the exterior wall. c. The bottom of a suspended sign must be at least 8 feet above the surface of the walkway beneath the sign. d. A suspended sign must be located above the primary public entrance. e. If a suspended sign extends over public property (e.g., above a public sidewalk in a street right-of-way), and the arcade, awning, or marquee to which it is attached is not subject to a hold harmless agreement, or written equivalent, the property owner must obtain a hold harmless agreement, or written equivalent approval, from the entity having jurisdiction over the public property. Page 103 of 107 Village of Jackson Chapter 50 - Zoning - Discussion Draft (08-07-2026) - 23-9 f. The area of a suspended sign is the actual area of the sign face. If a suspended sign is three-dimensional, the sign area is the area of the object projected on a flat surface. Brackets and other supports are not included in the area calculation. 50-3014 Wall signs a. A wall sign must comply with all applicable building regulations, along with any additional construction standards in this article. b. Lighting for a wall sign must comply with the National Electrical Code (NEC). c. Balloons, ribbons, or any other attention-getting devices may not be attached to a wall sign. d. A wall sign must complement the scale, proportion, and architectural style of the building on which it is to be attached. e. A wall sign must not project from the wall on which it is attached by more than 8 inches. f. A wall sign must not extend above the wall face on which the sign is located. g. A wall sign shall be placed on an exterior wall that is designed and constructed with sufficient strength to support such signage. h. If a wall sign is internally lit (e.g., cabinet sign), the background of the sign face must be opaque to allow the internal light to project only through the cut-out lettering and/or logos. Channel letters may be opaque with backlit halo lighting or translucent. i. The area of a wall sign without a distinctive border or background is the smallest rectangle encompassing all words, letters, figures, emblems, and other elements of the sign message. The area of a wall sign with a distinctive border and/or background is the smallest rectangle encompassing the border or background. Exhibit 23-4. Measuring the area of a wall sign 50-3015 Window signs a. A window sign may not be placed on a door window or window so as to constitute a hazard for pedestrian or guest traffic and safety. b. A window sign may be painted/adhered on the interior or exterior pane of glass. All other signs must be placed within the building. c. The area of a window sign without a distinctive border and/or background is the smallest rectangle encompassing all words, letters, figures, emblems, and other elements of the sign message. The area of a window sign with a distinctive border and/or background is the smallest rectangle encompassing the border or background. Exhibit 23-5. Measuring the area of a window sign Page 104 of 107 Village of Jackson Chapter 50 - Zoning - Discussion Draft (08-07-2026) - 23-10 50-3016 Permissible signage by location Appendix D specifies what type of signs are allowed in various parts of the Village along with related standards and requirements. Except for supplemental signs, signs are permitted only on developed properties, except within public parks where signs may be permitted as otherwise provided in this chapter. For purposes of this section, a property is presumed to be developed if it contains a building with an assessed value of $25,000 or more. On undeveloped properties, only supplemental signs are permitted in accordance with § 50-3018. 50-3017 Permissible signage by use a. Generally. In addition to the signage that is allowed by sign district (above), additional signage is allowed for those land uses listed in this section. In the event the land use associated with the additional signage as allowed in this section is no longer in operation, such signage must be removed within 30 days following the cessation of the specified use. b. Restaurant with drive-through. A parcel with a restaurant with a drive-through may have two menu boards for each drive-through lane, provided (1) the menu board is placed within 6 feet of the drive-through lane, (2) the total of all menu boards is no more than 32 square feet for each drive- through lane; and (3) orders are taken via the menu board. The menu board may be static or consist of an electronic message display in whole or in part (Exhibit 23-6). c. Restaurant with drive-in service. A parcel with a restaurant with drive-in service may have a menu board, provided (1) the menu board is next to the parking space, (2) the menu board is no more than 3 square feet; and (3) orders are taken via the menu board. Exhibit 23-6. An example of a menu board Page 105 of 107 Village of Jackson Chapter 50 - Zoning - Discussion Draft (08-07-2026) - 23-11 d. Fuel station. A parcel with a fuel station as may be allowed by the Village’s zoning regulations may have a fuel canopy with signage on the vertical face, provided (1) the sign does not extend above or below the horizontal edge of the canopy face, (2) the sign faces a public road, and (3) the sign copy does not exceed 25 percent of the canopy face per side (Exhibit 23-7). e. Multi-tenant commercial building with single entrance. A building with a single entrance serving multiple businesses may place a business directory on the wall, provided (1) the sign area does not exceed 7 square feet, (2) the edge of the sign face is located within 2 feet of the entrance/adjoining windows, and (3) the sign copy is static (Exhibit 23-8). f. Movie theater. A movie theater may have additional wall signage on the front face of the building, provided (1) each individual sign does not exceed 6 square feet, (2) the wall signs are grouped together in a single row; (3) lighting is limited to gooseneck fixtures; (4) the sign copy is static, and (5) the number of signs is limited based on the number screens as follows: 1 screen – 2 signs; 2 screens – 3 signs; 3 screens – 5 signs; 4 screens – 7 signs; 5 screens – 9 signs; and 6 screens or more – 11 signs (Exhibit 23-9) g. Business park identification. Where a business park contains 6 or more buildable parcels, a monument sign may be placed at an entrance to the business park (1) within the public right-of-way, with the approval from the governmental entity having jurisdiction over the right-of- way; (2) in an outlot, provided the outlot is owned by the Village or jointly owned by all of the property owners within the business park; or (3) within an easement, provided the easement is approved by the Village and all of the property owners in the business park have a real estate interest in the easement. A monument sign must comply with the following standards: Maximum area: 32 square feet per side Maximum height: 6 feet Illumination: Internal, gooseneck fixtures, ground-mounted Display type: Static Permit requirements: A sign permit issued by the Zoning Administrator is required h. Subdivision identification. Where a residential subdivision contains 5 or more buildable parcels, a monument sign may be placed at an entrance to the subdivision (1) within the public right-of-way, with the approval from the governmental entity having jurisdiction over the right-of- way; (2) in an outlot, provided the outlot is owned by the Village or jointly owned by all of the property owners within the subdivision; or (3) within an easement, provided the easement is approved by the Village and all of the property owners in the subdivision have a real estate interest in the easement. A monument sign must comply with the following standards: Maximum area: 32 square feet per side Maximum height: 6 feet Exhibit 23-7. An example of a fuel canopy Exhibit 23-8. An example of a multi-tenant building Exhibit 23-9. An example of movie theater placards Page 106 of 107 Village of Jackson Chapter 50 - Zoning - Discussion Draft (08-07-2026) - 23-12 Illumination: Internal, gooseneck fixtures, ground-mounted Display type: Static Permit requirements: A sign permit issued by the Zoning Administrator is required i. Multi-family building. A multi-family building with more than 12 dwelling units may have a monument sign consistent with the following standards: Maximum area: 24 square feet per side Maximum height: 6 feet Illumination: Internal, gooseneck fixtures, ground-mounted Display type: Static Permit requirements: A sign permit issued by the Zoning Administrator is required 50-3018 Supplemental signage In addition to the signs otherwise permitted by this chapter, each property may display supplemental signage as provided in Appendix D. Supplemental signage may consist of wall signs (permanent or temporary), freestanding signs, or a combination of both, subject to the maximum sign area and other standards established in Appendix D. Supplemental signage may be used for any lawful message, including commercial and noncommercial speech, political messages, and signs advertising that the property is for sale, rent, or lease. 50-3019 through 50-3099 reserved Page 107 of 107