Village of Jackson - Plan Commission — Agenda Packet

July 17, 2025 Village of Jackson - Plan Commission Meeting Agenda VILLAGE OF JACKSON PLAN COMMISSION MEETING AGENDA Thursday, July 17, 2025 at 7:00 PM Jackson Municipal Complex Village Board Room N168W19851 Main Street Jackson, WI 53037 1. Call to Order and Roll Call 2. Approval of Minutes for the Plan Commission Meeting of May 15, 2025 3. Conditional Use and Site Plan Review - Building Expansion - N173W20855 Metro Court - Metro Hardwoods 4. Review of Public Participation Plan - Village Zoning Code Update - Tim Schwecke, Civi Tek Consulting 5. Ordinance #25-08 Amending Section 48-155(c) for Planned Unit Development District PUD-03 for Parcel: V3_047700K - KARM Properties, LLC 6. Ordinance #25-09 Rezoning of Parcel: V3_00400A from Planned Unit Development District (PUD) to B-2 Downtown Business District - Center Main, LLC 7. Citizens/Village Staff to Address the Plan Commission 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 77 DRAFT Page 2 of 77 DRAFT Page 3 of 77 Taking the lead in Washington County. STAFF MEMO Village of Jackson Plan Commission Meeting Date: July 17, 2025 Agenda Item: # 3 To: Brian Heckendorf, Village President Jen Heidtke, Village Administrator Plan Commission From: Collin Johnson, Director of Inspections/Zoning Subject: Conditional Use and Site Plan Review - Building Expansion - N173W20855 Metro Court - Metro Hardwoods Description / Background and Analysis: Metro Hardwoods proposes to build a nearly 36,000-square-foot addition to their existing 48,000 sf. warehouse and office facility located on Metro Court. The added space will be utilized to consolidate some of their operations and allow them to bring in new and additional products by way of rail car. The steel frame addition with metal-insulated panelized siding would be constructed along the south and west sides of the current facility. The new addition would include a loading dock area along its north wall and will be of materials consistent with the current building. The existing site has 22 parking spaces. There are no additional parking spaces required for warehouse spaces under Village Ordinance 48-177. Comprehensive Plan and Zoning Impacts: The property is designated as industrial under the Village Comprehensive Plan and is zoned as M-1 Limited Manufacturing District. All uses within the M-1 zoning district are conditional uses and therefore requires review and approval by the Village. Site Plan: See attached location map and site plan. Review Procedures: The Plan Commission is advisory; and the Village Board makes the final decision. Signage: Not Applicable Additional Staff Comments: Building Inspection/Zoning: Page 4 of 77 Taking the lead in Washington County. Staff recommends approval of the Conditional Use Permit and Site Plan as presented. Notice Requirements: • Posting on the agenda • Notification of all contiguous property owners • Class II Legal Notice prior to Public Hearing Potential Action: Motion to recommend the Village Board approve the Conditional Use Request and Site Plan for Metro Hardwoods located at N173 W20855 Metro Court. Attachments: 1. PC Application 2. Location Map 3. Site Plan 4. Building Elevations Page 5 of 77 Page 6 of 77 Page 7 of 77 Page 8 of 77 Page 9 of 77 FOR OFFICE USE ONLY Acct. #: 100-00-45730-000-00 Date Received: ________________ Amount: $____________________ Payment Type: CH / CC / CASH Check/Rcpt. #: _________________ Received By: __________________ - - - - - - - - - - THIS PAGE FOR VILLAGE USE ONLY - - - - - - - - - - VILLAGE APPROVAL: TEMPORARY Expiration Date: ___________________________, 20_______ P lan Commission Approval: Meeting Date: ___________________________, 20_______ Village Board Approval: Meeting Date: ___________________________, 20_______ In-House Approval (O-T-C): Date: ___________________________, 20______ ________________________________________ Approved by: Village Administrator Condi tions and Duration of Approval: Depending on the request, approvals shall generally be continual or temporary in nature. ALL approvals are subject to the Conditions of Approval outlined below. All conditional or special uses/approvals shall, upon complaint, be subject to review, amendment, or revocation by the Village. Where temporary approvals are issued, such approvals shall be subject to the time limitations specified. Conditions of Approval: ______________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ APPLICATION DENIED: Date: ___________________________, 20____ Staff Initials: _________________ Reas on for Denial: ___________________________________________ __________________________________________________________ ________________________________________________________________________________ Page 5 of 5 06/17/2025 175.00 XX XXXX 47373702 C.Johnson Page 10 of 77 Page 11 of 77 N173 W20855 Metro Court Current Parcel Override 1 Address Point Railroad Centerlines PLSS Section PLSS Quarter Lot Plat Certified Survey Map Assessor Plat; Cemetery Plat; Subdivision Right-of-Way Municipality Local Road Labels Local Road 6/30/2025, 2:43:48 PM 0 0.01 0.030.01 mi 0 0.03 0.050.01 km 1:769 Washington County GIS Page 12 of 77 XXXXX XX OHEOHE OHE OHE OHEOHEOHE OHE OHE OHEOHEOHE OHE OHE OHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHE OHE OHE OHE OHE OHE OHE OHEOHE OHEOHE OHEOHEOHE OHEOHE OHEOHEOHE OHEOHE OHEOHEOHEOHEOHE OHE OHE OHEOHEOHE OHE OHE OHEOHEOHE OHE OHE OHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHEOHE OHEOHEOHE OHEOHE OHEOHEOHE OHEOHE OHEOHEOHE GM E GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS EXISTING BUILDINGN173W20855 METRO COURT EM ACAC VLT VLTSTMSTM 61.0' 5.0'20.0' 72.6' 37.3' 99.5' 25.3' 146.8' 11.3' 72.6' 148.2' 10.0' 14.7' MERTO HARDWOODS WAREHOUSE ADDITIONVILLAGE OF JACKSON, WASHINGTON COUNTY, WI Hearing Impaired TDD (800) 542-2289C100 SITE INFORMATION BLOCK: GENERAL NOTES LEGEND (PROPOSED) METRO COURT PAVEMENT SECTION:4.5" ASPHALT (WDOT SECTION 460, TABLE460-1, 12.5 MM SURFACE COURSE, 19 MMBINDER COURSE) OVER 14" CRUSHED STONE(WDOT SECTION 301 AND 305, 31.5 MM AND 75MM). PROJECT LIMITS. SAWCUTEXISTING ASPHALT AT THISLOCATION. 1.UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA ASSURVEYED BY WYSER ENGINEERING ON THE WEEK OF MAY 5, 2025. WYSER ENGINEERING SHALLNOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY ARISE AS A RESULT OFERRONEOUS OR INCOMPLETE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO CONFIRMALL ELEVATIONS, GENERAL DRAINAGE AND EARTHWORK REQUIREMENTS PRIOR TOCONSTRUCTION.2.THE BENCHMARK LOCATIONS ARE SHOWN FOR REFERENCE ONLY ON THIS PLAN. THEBENCHMARKS SHALL BE VALIDATED BY LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RISK ASSOCIATED WITH BENCHMARK ELEVATIONS UNTIL CONFIRMED.3.CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & TO WORK WITHINTHE VILLAGE'S LAND IF REQUIRED.4.WYSER ENGINEERING SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BYTHE OWNER OR CONTRACTOR FROM THE APPROVED CONSTRUCTION PLANS THAT MAY RESULTIN DISCIPLINARY ACTIONS BY REGULATORY AGENCIES.5.IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME APPARENT, IT SHALLBE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION SO THATCLARIFICATION OR REDESIGN MAY OCCUR.6.ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS AND PUBLICEASEMENTS SHALL BE IN ACCORDANCE WITH VILLAGE OF JACKSON STANDARDS FOR PUBLICWORKS CONSTRUCTION. PROPOSED PROPERTY BOUNDARYEASEMENTFUTURE FOOTPRINTFUTURE PAVEMENTDISTURBANCE LIMITSASPHALT PAVEMENT SITE ADDRESS: N173W20855 METRO CTSITE ACREAGE (LOT 3 CSM 5043): 181,857 SQ.FT. (4.17 AC)USE OF PROPERTY: MANUFACTURINGZONING: LIMITING MANUFACTURING (M-1)SETBACKS:FRONT YARD: 30-FEET (METRO COURT / NORTH)REAR YARD: 25-FEET (SOUTH)SIDE YARD: 12-FEET (EAST AND WEST)TOTAL NUMBER OF PARKING STALLS: 20NUMBER OF STALLS DESIGNATED ACCESSIBLE: 1EXISTING IMPERVIOUS SURFACE AREA: 84,900 SQ.FT.ROOFTOP: 48,000 SQ.FT.PAVED: 36,900 SQ.FT.NEW IMPERVIOUS SURFACE AREA: 10,364 SQ.FT.ROOFTOP: 0 SQ.FT.PAVED: 10,364 SQ.FT.NEW IMPERVIOUS SURFACE AREA ON THE LOT: 95,264 SQ.FT.PERCENT IMPERVIOUS WITHIN DISTURBANCE LIMITS: 52.4%DISTURBANCE LIMITS: 18,500 SQ. FT. EXISTING BUILDING48,000 SQ.FT. PHASE IIADDITION35,720 SQ.FT. PAVEMENT SECTION (FIRE LANE ONLY, NOTRUCK TRAFFIC):3.5" ASPHALT (WDOT SECTION 460, TABLE460-1, 12.5 MM SURFACE COURSE, 19 MMBINDER COURSE) OVER 8" CRUSHED STONE(WDOT SECTION 301 AND 305, 31.5 MM AND 75MM). PHASE IILOADING DOCK ASPHALT PAVEMENT RESURFACE:LIMITS TO BE CONFIRMED BY OWNER.PULVERIZED AND REMOVE EXISTING ASPHALT.REPOUR IN KIND USING TWO LIFTS. PROOFROLL BASE PRIOR TO INSTALLING NEWASPHALT AND REPLACE ANY SOFT SPOTS. SEE SHEETS C101, C201,C301, AND C401 FORPHASE II PLANS Page 13 of 77 XXXXX XX OHEOHE OHE OHE OHEOHEOHE OHE OHE OHEOHEOHE OHE OHE OHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHE OHE OHE OHE OHE OHE OHE OHEOHE OHEOHE OHEOHEOHE OHEOHE OHEOHEOHE OHEOHE OHEOHEOHEOHEOHE OHE OHE OHEOHEOHE OHE OHE OHEOHEOHE OHE OHE OHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHEOHE OHEOHEOHE OHEOHE OHEOHEOHE OHEOHE OHEOHEOHE GM E GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS EXISTING BUILDINGN173W20855 METRO COURT EM ACAC VLT VLT 30' WIDE R.R. SPUR EASEMENTPER CSM 504312' WIDE WEPCo EASEMENTPER CSM 5043 10' WIDE AMERITECGENERAL EASEMENTPER DOC. 815871 15' WIDE STORMSEWER EASEMENTPER CSM 5043 S 0° 16' 33" E 2331.51' S 88° 57' 48" E 294.90' STMSTM S 88° 57' 39" E 272.15' S 0° 16' 33" E 581.94' N 88° 57' 48" W 316.45' N 0° 16' 33" W 514.34' C6 26.10'37.61' 37.55' 32.04' 28.76' 28.86'16.0' 80.0' 33.0'2.7' 61.1'10.0' MERTO HARDWOODS WAREHOUSE ADDITIONVILLAGE OF JACKSON, WASHINGTON COUNTY, WI Hearing Impaired TDD (800) 542-2289C101 SITE INFORMATION BLOCK: GENERAL NOTES LEGEND (PROPOSED) METRO COURT PAVEMENT SECTION:4.5" ASPHALT (WDOT SECTION 460, TABLE460-1, 12.5 MM SURFACE COURSE, 19 MMBINDER COURSE) OVER 14" CRUSHED STONE(WDOT SECTION 301 AND 305, 31.5 MM AND 75MM). 1.UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA ASSURVEYED BY WYSER ENGINEERING ON THE WEEK OF MAY 5, 2025. WYSER ENGINEERING SHALLNOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY ARISE AS A RESULT OFERRONEOUS OR INCOMPLETE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO CONFIRMALL ELEVATIONS, GENERAL DRAINAGE AND EARTHWORK REQUIREMENTS PRIOR TOCONSTRUCTION.2.THE BENCHMARK LOCATIONS ARE SHOWN FOR REFERENCE ONLY ON THIS PLAN. THEBENCHMARKS SHALL BE VALIDATED BY LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RISK ASSOCIATED WITH BENCHMARK ELEVATIONS UNTIL CONFIRMED.3.CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & TO WORK WITHINTHE VILLAGE'S LAND IF REQUIRED.4.WYSER ENGINEERING SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BYTHE OWNER OR CONTRACTOR FROM THE APPROVED CONSTRUCTION PLANS THAT MAY RESULTIN DISCIPLINARY ACTIONS BY REGULATORY AGENCIES.5.IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME APPARENT, IT SHALLBE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION SO THATCLARIFICATION OR REDESIGN MAY OCCUR.6.ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS AND PUBLICEASEMENTS SHALL BE IN ACCORDANCE WITH VILLAGE OF JACKSON STANDARDS FOR PUBLICWORKS CONSTRUCTION. CONTRACTOR TO FIELD VERIFY ALLEXISTING INTERIOR COLUMN LINESAND TRANSFER COLUMN LINES INTOTHE PROPOSED ADDITION. PROPOSED PROPERTY BOUNDARYEASEMENTBUILDING FOOTPRINT18" CURB AND GUTTER18" REJECT CURB AND GUTTER18" CURB AND GUTTER FLUSH WITH PAVEMENTASPHALT PAVEMENTCONCRETE PAVEMENTSTORMWATER TREATMENT FACILITY SITE ADDRESS: N173W20855 METRO CTSITE ACREAGE (LOT 3 CSM 5043): 181,857 SQ.FT. (4.17 AC)USE OF PROPERTY: MANUFACTURINGZONING: LIMITING MANUFACTURING (M-1)SETBACKS:FRONT YARD: 30-FEET (METRO COURT / NORTH)REAR YARD: 25-FEET (SOUTH)SIDE YARD: 12-FEET (EAST AND WEST)TOTAL NUMBER OF PARKING STALLS: 20NUMBER OF STALLS DESIGNATED ACCESSIBLE: 1EXISTING IMPERVIOUS SURFACE AREA: 95,264 SQ.FT.ROOFTOP: 48,000 SQ.FT.PAVED: 47,264 SQ.FT.NEW IMPERVIOUS SURFACE AREA: 37,752 SQ.FT.ROOFTOP: 35,720 SQ.FT.PAVED: 2,032 SQ.FT.FINAL IMPERVIOUS SURFACE AREA ON THE LOT: 133,016 SQ.FT.PERCENT IMPERVIOUS WITHIN DISTURBANCE LIMITS: 73.1%DISTURBANCE LIMITS: 43,000 SQ. FT. EXISTING BUILDING48,000 SQ.FT. PROPOSEDADDITION35,720 SQ.FT. CONCRETE DOCK SECTION:6.0" CONCRETE (WDOT SECTION 501, GRADE A,CLASS I WITH #4 REBAR 12" O.C. BOTH WAYSOR EQUIVALENT REINFORCEMENT OVER 8.0"CRUSHED STONE (WDOT SECTION 301 AND305, 31.5 MM). COMPLETED AND STABILIZED PHASE I AREA.INCLUDES PAVEMENT EXTENSION, FIRE LANE,AND RESURFACING PORTIONS OF THEEXISTING LOT. Page 14 of 77 XXXXXXXXXXX WATWAT WATWAT STMSTM EXISTING BUILDINGN173W20855 METRO COURT ACAC WAT WATWATWATWATWATWATWAT 910 909908 907 908 909 909 910 910 STMSTMFo Fo Fo Fo Fo Fo Fo Fo Fo Fo Fo Fo Fo Fo Fo Fo FoFo Fo Fo FoFoFoFoFoFoFo FoFoFo Fo Fo Fo Fo Fo Fo FoFo Fo Fo FoFoFoFoFo Fo Fo Fo Fo Fo Fo Fo Fo Fo Fo Fo Fo Fo Fo Fo STMSTMSTMSTMSTMSTMSTMSTM STM STM STM STM STM STM STMSTM WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT S 88° 57' 48" E 294.90' N 88° 57' 48" W 316.45' N 0° 16' 33" W 514.34' 3.55%2.0% 909.94 EP 908.50 EP 909.67 FG 909.79 FG 2.19% 910.65 EP 1.51% 1.17%1.52% 909.21 EP 2.0%909.94 EP STMSTMSTMSTMSTMSTMSTMSTM STMSTMSTMSTMSTM 910.75 EP 910.65 EP 2.0% 909.13 EP2.43% 909.99 FG 910.11 FG910.41 FG1.0% 1.0% 5.42% 908.10 EP 909.54 EP 909.54 EP 910.12 EP910.01 EP910.34 EP 910.65 EP1.85% 910.65 EP2.31% 909 910 910 910.55 EP910.48 EP909.83 EP STM STM STM STM STM STM STM STMSTM STM STM STM STM STM STM STM STM STM STM STM STM STMSTMSTMSTM 909908907907 908 WATWATWAT WAT WAT MERTO HARDWOODS WAREHOUSE ADDITIONVILLAGE OF JACKSON, WASHINGTON COUNTY, WI Hearing Impaired TDD (800) 542-2289C200 PROPERTY BOUNDARYEASEMENTBUILDING FOOTPRINT18" CURB AND GUTTERASPHALT PAVEMENTCONCRETE PAVEMENTPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED STORM SEWERSILT FENCEINLET PROTECTIONDITCH CHECKSPOT GRADEDRAINAGE GRADE BREAKDRAINAGE ARROW LEGEND (PROPOSED) 1181.25 EP 11811180 GENERAL NOTES STM 1.0% SILT FENCE PER WDNRTECHNICAL STANDARD 1056 STONE TRACKING PAD (MIN. 50'LONG AND 12" DEEP BY USE OF 3"CLEAR STONE) IN THIS AREA PERWDNR TECHNICAL STANDARD 1057.INSTALL AT ANY LOCATION WHERECONSTRUCTION TRAFFIC MEETSTHE EXISTING PAVEDDEVELOPMENT AREA. DITCH CHECKS WITHIN THE SWALEPER WDNR TECHNICAL STANDARD1062. REMOVE FOLLOWING SITESTABILIZATION NOTE:SPOT GRADES ARE AS FOLLOWS: FFE - FINISHED FLOOR GRADE EP - EDGE OF ASPHALT PAVEMENT EC - EDGE OF CONCRETE PAVEMENT BC - BACK OF CURB SW - EDGE OF SIDEWALK FG - FINISH GRADE TW - FINISH GRADE ADJACENT TOP OF WALL BW - FINISH GRADE ADJACENT BOTTOM OFWALL (NOT FOOTING) 1.POST MUNICIPAL EROSION CONTROL PERMITS ON SITE AND MAINTAIN UNTIL CONSTRUCTION ACTIVITIES HAVE CEASED, THESITE IS STABILIZED, AND A FINAL INSPECTION IS COMPLETED BY THE VILLAGE.2.KEEP A COPY OF THE CURRENT EROSION CONTROL PLAN ON SITE THROUGHOUT THE DURATION OF THE PROJECT.3.ENGINEER / VILLAGE OF JACKSON HAS THE RIGHT TO REQUIRE CONTRACTOR TO IMPLEMENT ADDITIONAL EROSIONCONTROL MEASURES AS NECESSARY.CONTRACTOR MUST NOTIFY THE VILLAGE OF JACKSON BUILDING INSPECTORTWO (2) WORKING DAYS IN ADVANCE OF ANY SOIL DISTURBANCE ACTIVITIES.4.SUBMIT PLAN REVISIONS OR AMENDMENTS TO THE VILLAGE AT LEAST 5 DAYS PRIOR TO FIELD IMPLEMENTATION.5.THE SITE CONTRACTOR IS RESPONSIBLE FOR ROUTINE SITE INSPECTIONS AT LEAST ONCE EVERY 7 DAYS AND WITHIN 24HOURS AFTER A RAINFALL EVENT OF 0.5 INCHES OR GREATER. KEEP INSPECTION REPORTS ON-SITE AND MAKE THEMAVAILABLE UPON REQUEST.6.INSPECT AND MAINTAIN ALL INSTALLED EROSION CONTROL PRACTICES UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEENSTABILIZED.7.WHEN POSSIBLE: PRESERVE EXISTING VEGETATION (ESPECIALLY ADJACENT TO SURFACE WATERS), MINIMIZELAND-DISTURBING CONSTRUCTION ACTIVITY ON SLOPES OF 20% OR MORE, MINIMIZE SOIL COMPACTION, AND PRESERVETOPSOIL.8.REFER TO THE WDNR STORMWATER CONSTRUCTION TECHNICAL STANDARDS AThttp://dnr.wi.gov/topic/stormwater/standards/const_standards.html. 9.INSTALL PERIMETER EROSION CONTROLS AND ROCK TRACKING PAD CONSTRUCTION ENTRANCE(S) PRIOR TO ANYLAND-DISTURBING ACTIVITIES, INCLUDING CLEARING AND GRUBBING. USE WDNR TECHNICAL STANDARD STONE TRACKINGPAD AND TIRE WASHING #1057 FOR ROCK CONSTRUCTION ENTRANCE(S).10.INSTALL INLET PROTECTION PRIOR TO LAND-DISTURBING ACTIVITIES IN THE CONTRIBUTING DRAINAGE AREA AND/ORIMMEDIATELY UPON INLET INSTALLATION. COMPLY WITH WDNR TECHNICAL STANDARD STORM DRAIN INLET PROTECTIONFOR CONSTRUCTION SITES #1060 AND DANE COUNTY REQUIREMENTS FOR FRAMED INLET PROTECTION.11.CONTRACTOR TO PROVIDE SOLID LID OR METAL PLATE ON ALL OPEN MANHOLES DURING CONSTRUCTION TO MINIMIZESEDIMENT FROM ENTERING THE STORM SEWER SYSTEM.12.STAGE CONSTRUCTION GRADING ACTIVITIES TO MINIMIZE THE CUMULATIVE EXPOSED AREA. CONDUCT TEMPORARY GRADINGFOR EROSION CONTROL PER WDNR TECHNICAL STANDARD TEMPORARY GRADING PRACTICES FOR EROSION CONTROL #1067.13.PERMITTING OF GROUNDWATER DEWATERING IS THE RESPONSIBILITY OF THE CONTRACTOR. GROUNDWATER DEWATERING ISSUBJECT TO A DNR WASTEWATER DISCHARGE PERMIT AND A DNR HIGH CAPACITY WELL APPROVAL IF CUMULATIVE PUMPCAPACITY IS 70 GPM OR MORE.14.PROVIDE ANTI-SCOUR PROTECTION AND MAINTAIN NON-EROSIVE FLOW DURING DEWATERING. PERFORM DEWATERING OFACCUMULATED SURFACE RUNOFF IN ACCORDANCE WITH WDNR TECHNICAL STANDARD DE-WATERING #1061.15.INSTALL AND MAINTAIN SILT FENCING PER WDNR TECHNICAL STANDARD SILT FENCE #1056. REMOVE SEDIMENT FROM BEHINDSILT FENCES AND SEDIMENT BARRIERS BEFORE SEDIMENT REACHES A DEPTH THAT IS EQUAL TO ONE-HALF OF THE FENCEAND/OR BARRIER HEIGHT.16.REPAIR BREAKS AND GAPS IN SILT FENCES AND BARRIERS IMMEDIATELY. REPLACE DECOMPOSING STRAW BALES (TYPICAL BALE LIFE IS 3 MONTHS). LOCATE, INSTALL, AND MAINTAIN STRAW BALES PER WDNR TECHNICAL STANDARD DITCH CHECKS#1062.17.INSTALL AND MAINTAIN FILTER SOCKS IN ACCORDANCE WITH WDNR TECHNICAL STANDARD INTERIM MANUFACTUREDPERIMETER CONTROL AND SLOPE INTERRUPTION PRODUCTS # 1071.18.IMMEDIATELY STABILIZE STOCKPILES AND SURROUND STOCKPILES AS NEEDED WITH SILT FENCE OR OTHER PERIMETERCONTROL IF STOCKPILES WILL REMAIN INACTIVE FOR 7 DAYS OR LONGER.19.IMMEDIATELY STABILIZE ALL DISTURBED AREAS THAT WILL REMAIN INACTIVE FOR 14 DAYS OR LONGER. BETWEENSEPTEMBER 15 AND OCTOBER 15: STABILIZE WITH MULCH, TACKIFIER, AND A PERENNIAL SEED MIXED WITH WINTER WHEAT,ANNUAL OATS, OR ANNUAL RYE, AS APPROPRIATE FOR REGION AND SOIL TYPE OCTOBER 15 THROUGH COLD WEATHER:STABILIZE WITH A POLYMER AND DORMANT SEED MIX, AS APPROPRIATE FOR REGION AND SOIL TYPE.20.STABILIZE AREAS OF FINAL GRADING WITHIN 7 DAYS OF REACHING FINAL GRADE.21.SWEEP/CLEAN UP ALL SEDIMENT/TRASH THAT MOVES OFF-SITE DUE TO CONSTRUCTION ACTIVITY OR STORM EVENTSBEFORE THE END OF THE SAME WORKDAY OR AS DIRECTED BY THE AUTHORITIES WITH JURISDICTION. SEPARATE SWEPTMATERIALS (SOILS AND TRASH) AND DISPOSE OF APPROPRIATELY.22.THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST PER WDNR TECHNICAL STANDARD DUST CONTROL ONCONSTRUCTION SITES # 1068.23.PROPERLY DISPOSE OF ALL WASTE AND UNUSED BUILDING MATERIALS (INCLUDING GARBAGE, DEBRIS, CLEANING WASTES, OROTHER CONSTRUCTION MATERIALS) AND DO NOT ALLOW THESE MATERIALS TO BE CARRIED BY RUNOFF INTO THE RECEIVINGCHANNEL.24.COORDINATE WITH THE AUTHORITIES WITH JURISDICTION TO UPDATE THE LAND DISTURBANCE PERMIT TO INDICATE THEANTICIPATED OR LIKELY DISPOSAL LOCATIONS FOR ANY EXCAVATED SOILS OR CONSTRUCTION DEBRIS THAT WILL BE HAULEDOFF-SITE FOR DISPOSAL. THE DEPOSITED OR STOCKPILED MATERIAL NEEDS TO INCLUDE PERIMETER SEDIMENT CONTROLMEASURES (SUCH AS SILT FENCE, HAY BALES, FILTER SOCKS, OR COMPACTED EARTHEN BERMS).25.FOR NON-CHANNELIZED FLOW ON DISTURBED OR CONSTRUCTED SLOPES, PROVIDE CLASS CLASS I TYPE B EROSION CONTROLMATTING. INSTALL AND MAINTAIN PER WDNR TECHNICAL STANDARD NON-CHANNEL EROSION MAT #1052.26.FOR CHANNELIZED FLOW ON DISTURBED OR CONSTRUCTED AREAS, PROVIDE CLASS II TYPE B EROSION CONTROL MATTINGUNLESS OTHERWISE SPECIFIED ON THE PLAN. INSTALL AND MAINTAIN PER WDNR TECHNICAL STANDARD CHANNEL EROSIONMAT #1053.27.MAKE PROVISIONS FOR WATERING DURING THE FIRST 8 WEEKS FOLLOWING SEEDING OR PLANTING OF DISTURBED AREASWHENEVER MORE THAN 7 CONSECUTIVE DAYS OF DRY WEATHER OCCUR.28.THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE WDNR REMEDIATION AND WASTE MANAGEMENTREQUIREMENTS FOR HANDLING AND DISPOSING OF CONTAMINATED MATERIALS. SITE-SPECIFIC INFORMATION FOR AREASWITH KNOWN OR SUSPECTED SOIL AND/OR GROUNDWATER CONTAMINATION CAN BE FOUND ON WDNR'S BUREAU OFREMEDIATION AND REDEVELOPMENT RACKING SYSTEM (BRRTS) PUBLIC DATABASE AT: http://dnr.wi.gov/botw/29.INSTALL AND MAINTAIN A CONCRETE WASHOUT BASIN PER EPA 833-F-11-006:https://www3.epa.gov/npdes/pubs/concretewashout.pdf. REQUIRE USE BY ALL CONCRETE CONTRACTORS. LIQUID MAY BEREUSED IN CONCRETE MIXING, EVAPORATED, OR DISPOSED OF AS WASTEWATER. CONSTRUCTION SITE EROSION CONTROL REQUIREMENTS1.ALL GRADES SHOWN ARE FINAL FINISHED SURFACE GRADES.2.AREAS TO BE SEEDED SHALL HAVE A MINIMUM 6 INCHES TOPSOIL UNLESS OTHERWISENOTED.3.AREAS NOT RESTORED WITH EROSION MATTING OR OTHER STABILIZATION MEASURESSHALL BE STABILIZED WITH MULCH.4.APPLY ANIONIC POLYMER TO DISTURBED AREAS IF EROSION BECOMES PROBLEMATIC.5.MULCH SHALL BE WEED-FREE STRAW AND SHALL BE INSTALLED AT THE RATE OF 2 TONSPER ACRE PER SECTION 627 OF "STANDARD SPECIFICATIONS FOR HIGHWAY ANDSTRUCTURE CONSTRUCTION" (WISDOT 2014)6.PERMANENT SEEDING SHALL NOT OCCUR BETWEEN SEPTEMBER 15TH AND APRIL 15TH.ALTERNATE SEEDING/PLANTING METHODS AND/OR EROSION PROTECTION MAY BENECESSARY FOR SEEDING/PLANTING THAT OCCURS DURING THAT TIME. COORDINATE WITHTHE OWNER AS NECESSARY.7.TEMPORARY STABILIZATION SHALL CONSIST OF ONE OR MORE OF THE FOLLOWINGOPTIONS:a.TEMPORARY SEEDING CONSISTING OF ANNUAL RYE GRASS APPLIED AT A RATE OF 1.5LBS PER 1000 SQUARE FEET,b.WISDOT PAL CLASS I TYPE B URBAN EROSION CONTROL MAT. GRADING, SEEDING & RESTORATION NOTES EXISTING BUILDING48,000 SQ.FT.FFE = 910.8 PHASE IIADDITIONFFE = 910.80 1.UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA ASSURVEYED BY WYSER ENGINEERING ON THE WEEK OF MAY 5, 2025. WYSER ENGINEERING SHALLNOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY ARISE AS A RESULT OFERRONEOUS OR INCOMPLETE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO CONFIRMALL ELEVATIONS, GENERAL DRAINAGE AND EARTHWORK REQUIREMENTS PRIOR TOCONSTRUCTION.2.THE BENCHMARK LOCATIONS ARE SHOWN FOR REFERENCE ONLY ON THIS PLAN. THEBENCHMARKS SHALL BE VALIDATED BY LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RISK ASSOCIATED WITH BENCHMARK ELEVATIONS UNTIL CONFIRMED.3.CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & TO WORK WITHINTHE VILLAGE'S LAND IF REQUIRED.4.WYSER ENGINEERING SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BYTHE OWNER OR CONTRACTOR FROM THE APPROVED CONSTRUCTION PLANS THAT MAY RESULTIN DISCIPLINARY ACTIONS BY REGULATORY AGENCIES.5.IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME APPARENT, IT SHALLBE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION SO THATCLARIFICATION OR REDESIGN MAY OCCUR.6.ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS AND PUBLICEASEMENTS SHALL BE IN ACCORDANCE WITH VILLAGE OF JACKSON STANDARDS FOR PUBLICWORKS CONSTRUCTION. BENCHMARK TABLEBM - 1BM - 2BM - #ELEVATIONDESCRIPTION BM - 4 912.00913.16912.05TOP NUT OF HYDRANT LOCATED NEXT TO THE NORTHWEST CORNER OF THE BUILDINGTOP NUT OF HYDRANT NEAR THE MIDDLE OF THE SOUTH PROPERTY LINEBM - 3909.66TOP NUT OF HYDRANT LOCATED NEXT TO THE SOUTHWEST PROPERTY CORNERTOP NUT OF HYDRANT LOCATED NEXT TO THE EAST R/W OF METRO COURT TYPE D INLET PROTECTION PERWDNR TECHNICAL STANDARD 1060,TYP. INSTALL AT ANY LOCATIONWHERE CONSTRUCTION RUNOFFDRAINS INTO THE STORM SEWERSYSTEM. TYPE D INLET PROTECTION PERWDNR TECHNICAL STANDARD 1060,TYP. INSTALL AT ANY LOCATIONWHERE CONSTRUCTION RUNOFFDRAINS INTO THE STORM SEWERSYSTEM. Page 15 of 77 XXXXXXXXXXXWATWAT WATWAT OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHESTMSTM STMSTM STMSTMSTMSTMSTMSTMSTMSTMSTMSTM 10' WIDE AMERITECGENERAL EASEMENTPER DOC. 815871 15' WIDE STORMSEWER EASEMENTPER CSM 5043 910 909 908 907 908 909 910 909908 907906 906907 907906 906907908909910911 910 910 STMSTM FoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFoFo FoFoFoFoFo STMSTM STM STMSTMSTMSTMSTMSTM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STM STM STM STM STM STM STM STM WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WATWAT WAT N 88° 57' 48" W 316.45' N 0° 16' 33" W 514.34' 910.80 FFE 5.20% 910.5 FG906.80 EC 906.80 EC 2.19% 1.51% 909.94 EP STMSTMSTMSTMSTMSTMSTMSTM 910.70 EC 910.70 EC STM 910.80 FFE 2.43% 5.62% 906.80 EC 906.70 RIM 910.5 FG910.0 FG 910.80 FFE 910.80 FFE 910.80 FFE 909.83 EP 910.70 SW 910.70 SW 910.70 SW 910.70 SW 910.0 FG 910.0 FG 910.0 FG909.0 FG 906.3 FG 906.3 FG STMSTMSTMSTMSTMSTMSTMSTM908 909 910907 910910909 908 907 910 STMSTMSTMSTMSTMSTM STM STM STM STM STM 909 910 910 STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STM STM 909 908 907907 908 WATWATWATWATWAT 910.48 EP 910.55 EP 910.75 EP MERTO HARDWOODS WAREHOUSE ADDITIONVILLAGE OF JACKSON, WASHINGTON COUNTY, WI Hearing Impaired TDD (800) 542-2289C201 PROPERTY BOUNDARYEASEMENTBUILDING FOOTPRINT18" CURB AND GUTTERASPHALT PAVEMENTCONCRETE PAVEMENTPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED STORM SEWERSILT FENCEINLET PROTECTIONDITCH CHECKSPOT GRADEDRAINAGE GRADE BREAKDRAINAGE ARROW LEGEND (PROPOSED) 1181.25 EP 11811180 GENERAL NOTES STM 1.0% STONE TRACKING PAD (MIN. 50'LONG AND 12" DEEP BY USE OF 3"CLEAR STONE) IN THIS AREA PERWDNR TECHNICAL STANDARD 1057.INSTALL AT ANY LOCATION WHERECONSTRUCTION TRAFFIC MEETSTHE EXISTING PAVEDDEVELOPMENT AREA. TYPE D INLET PROTECTION PERWDNR TECHNICAL STANDARD 1060,TYP. INSTALL AT ANY LOCATIONWHERE CONSTRUCTION RUNOFFDRAINS INTO THE STORM SEWERSYSTEM. INSTALL DOWNSPOUT IN THIS CORNERDISCHARGING TO THE SOUTH. CONFIRMDRAINAGE FROM THE DOWNSPOUTDRAINS TO THE SWALE HEADING TO THESOUTHWEST. DOWNSPOUT RUNOFFSHOULD NOT DRAIN TO NORTH AND EAST. NOTE:SPOT GRADES ARE AS FOLLOWS: FFE - FINISHED FLOOR GRADE EP - EDGE OF ASPHALT PAVEMENT EC - EDGE OF CONCRETE PAVEMENT BC - BACK OF CURB SW - EDGE OF SIDEWALK FG - FINISH GRADE TW - FINISH GRADE ADJACENT TOP OF WALL BW - FINISH GRADE ADJACENT BOTTOM OFWALL (NOT FOOTING) 1.POST MUNICIPAL EROSION CONTROL PERMITS ON SITE AND MAINTAIN UNTIL CONSTRUCTION ACTIVITIES HAVE CEASED, THESITE IS STABILIZED, AND A FINAL INSPECTION IS COMPLETED BY THE VILLAGE.2.KEEP A COPY OF THE CURRENT EROSION CONTROL PLAN ON SITE THROUGHOUT THE DURATION OF THE PROJECT.3.ENGINEER / VILLAGE OF JACKSON HAS THE RIGHT TO REQUIRE CONTRACTOR TO IMPLEMENT ADDITIONAL EROSIONCONTROL MEASURES AS NECESSARY.CONTRACTOR MUST NOTIFY THE VILLAGE OF JACKSON BUILDING INSPECTORTWO (2) WORKING DAYS IN ADVANCE OF ANY SOIL DISTURBANCE ACTIVITIES.4.SUBMIT PLAN REVISIONS OR AMENDMENTS TO THE VILLAGE AT LEAST 5 DAYS PRIOR TO FIELD IMPLEMENTATION.5.THE SITE CONTRACTOR IS RESPONSIBLE FOR ROUTINE SITE INSPECTIONS AT LEAST ONCE EVERY 7 DAYS AND WITHIN 24HOURS AFTER A RAINFALL EVENT OF 0.5 INCHES OR GREATER. KEEP INSPECTION REPORTS ON-SITE AND MAKE THEMAVAILABLE UPON REQUEST.6.INSPECT AND MAINTAIN ALL INSTALLED EROSION CONTROL PRACTICES UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEENSTABILIZED.7.WHEN POSSIBLE: PRESERVE EXISTING VEGETATION (ESPECIALLY ADJACENT TO SURFACE WATERS), MINIMIZELAND-DISTURBING CONSTRUCTION ACTIVITY ON SLOPES OF 20% OR MORE, MINIMIZE SOIL COMPACTION, AND PRESERVETOPSOIL.8.REFER TO THE WDNR STORMWATER CONSTRUCTION TECHNICAL STANDARDS AThttp://dnr.wi.gov/topic/stormwater/standards/const_standards.html. 9.INSTALL PERIMETER EROSION CONTROLS AND ROCK TRACKING PAD CONSTRUCTION ENTRANCE(S) PRIOR TO ANYLAND-DISTURBING ACTIVITIES, INCLUDING CLEARING AND GRUBBING. USE WDNR TECHNICAL STANDARD STONE TRACKINGPAD AND TIRE WASHING #1057 FOR ROCK CONSTRUCTION ENTRANCE(S).10.INSTALL INLET PROTECTION PRIOR TO LAND-DISTURBING ACTIVITIES IN THE CONTRIBUTING DRAINAGE AREA AND/ORIMMEDIATELY UPON INLET INSTALLATION. COMPLY WITH WDNR TECHNICAL STANDARD STORM DRAIN INLET PROTECTIONFOR CONSTRUCTION SITES #1060 AND DANE COUNTY REQUIREMENTS FOR FRAMED INLET PROTECTION.11.CONTRACTOR TO PROVIDE SOLID LID OR METAL PLATE ON ALL OPEN MANHOLES DURING CONSTRUCTION TO MINIMIZESEDIMENT FROM ENTERING THE STORM SEWER SYSTEM.12.STAGE CONSTRUCTION GRADING ACTIVITIES TO MINIMIZE THE CUMULATIVE EXPOSED AREA. CONDUCT TEMPORARY GRADINGFOR EROSION CONTROL PER WDNR TECHNICAL STANDARD TEMPORARY GRADING PRACTICES FOR EROSION CONTROL #1067.13.PERMITTING OF GROUNDWATER DEWATERING IS THE RESPONSIBILITY OF THE CONTRACTOR. GROUNDWATER DEWATERING ISSUBJECT TO A DNR WASTEWATER DISCHARGE PERMIT AND A DNR HIGH CAPACITY WELL APPROVAL IF CUMULATIVE PUMPCAPACITY IS 70 GPM OR MORE.14.PROVIDE ANTI-SCOUR PROTECTION AND MAINTAIN NON-EROSIVE FLOW DURING DEWATERING. PERFORM DEWATERING OFACCUMULATED SURFACE RUNOFF IN ACCORDANCE WITH WDNR TECHNICAL STANDARD DE-WATERING #1061.15.INSTALL AND MAINTAIN SILT FENCING PER WDNR TECHNICAL STANDARD SILT FENCE #1056. REMOVE SEDIMENT FROM BEHINDSILT FENCES AND SEDIMENT BARRIERS BEFORE SEDIMENT REACHES A DEPTH THAT IS EQUAL TO ONE-HALF OF THE FENCEAND/OR BARRIER HEIGHT.16.REPAIR BREAKS AND GAPS IN SILT FENCES AND BARRIERS IMMEDIATELY. REPLACE DECOMPOSING STRAW BALES (TYPICAL BALE LIFE IS 3 MONTHS). LOCATE, INSTALL, AND MAINTAIN STRAW BALES PER WDNR TECHNICAL STANDARD DITCH CHECKS#1062.17.INSTALL AND MAINTAIN FILTER SOCKS IN ACCORDANCE WITH WDNR TECHNICAL STANDARD INTERIM MANUFACTUREDPERIMETER CONTROL AND SLOPE INTERRUPTION PRODUCTS # 1071.18.IMMEDIATELY STABILIZE STOCKPILES AND SURROUND STOCKPILES AS NEEDED WITH SILT FENCE OR OTHER PERIMETERCONTROL IF STOCKPILES WILL REMAIN INACTIVE FOR 7 DAYS OR LONGER.19.IMMEDIATELY STABILIZE ALL DISTURBED AREAS THAT WILL REMAIN INACTIVE FOR 14 DAYS OR LONGER. BETWEENSEPTEMBER 15 AND OCTOBER 15: STABILIZE WITH MULCH, TACKIFIER, AND A PERENNIAL SEED MIXED WITH WINTER WHEAT,ANNUAL OATS, OR ANNUAL RYE, AS APPROPRIATE FOR REGION AND SOIL TYPE OCTOBER 15 THROUGH COLD WEATHER:STABILIZE WITH A POLYMER AND DORMANT SEED MIX, AS APPROPRIATE FOR REGION AND SOIL TYPE.20.STABILIZE AREAS OF FINAL GRADING WITHIN 7 DAYS OF REACHING FINAL GRADE.21.SWEEP/CLEAN UP ALL SEDIMENT/TRASH THAT MOVES OFF-SITE DUE TO CONSTRUCTION ACTIVITY OR STORM EVENTSBEFORE THE END OF THE SAME WORKDAY OR AS DIRECTED BY THE AUTHORITIES WITH JURISDICTION. SEPARATE SWEPTMATERIALS (SOILS AND TRASH) AND DISPOSE OF APPROPRIATELY.22.THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST PER WDNR TECHNICAL STANDARD DUST CONTROL ONCONSTRUCTION SITES # 1068.23.PROPERLY DISPOSE OF ALL WASTE AND UNUSED BUILDING MATERIALS (INCLUDING GARBAGE, DEBRIS, CLEANING WASTES, OROTHER CONSTRUCTION MATERIALS) AND DO NOT ALLOW THESE MATERIALS TO BE CARRIED BY RUNOFF INTO THE RECEIVINGCHANNEL.24.COORDINATE WITH THE AUTHORITIES WITH JURISDICTION TO UPDATE THE LAND DISTURBANCE PERMIT TO INDICATE THEANTICIPATED OR LIKELY DISPOSAL LOCATIONS FOR ANY EXCAVATED SOILS OR CONSTRUCTION DEBRIS THAT WILL BE HAULEDOFF-SITE FOR DISPOSAL. THE DEPOSITED OR STOCKPILED MATERIAL NEEDS TO INCLUDE PERIMETER SEDIMENT CONTROLMEASURES (SUCH AS SILT FENCE, HAY BALES, FILTER SOCKS, OR COMPACTED EARTHEN BERMS).25.FOR NON-CHANNELIZED FLOW ON DISTURBED OR CONSTRUCTED SLOPES, PROVIDE CLASS CLASS I TYPE B EROSION CONTROLMATTING. INSTALL AND MAINTAIN PER WDNR TECHNICAL STANDARD NON-CHANNEL EROSION MAT #1052.26.FOR CHANNELIZED FLOW ON DISTURBED OR CONSTRUCTED AREAS, PROVIDE CLASS II TYPE B EROSION CONTROL MATTINGUNLESS OTHERWISE SPECIFIED ON THE PLAN. INSTALL AND MAINTAIN PER WDNR TECHNICAL STANDARD CHANNEL EROSIONMAT #1053.27.MAKE PROVISIONS FOR WATERING DURING THE FIRST 8 WEEKS FOLLOWING SEEDING OR PLANTING OF DISTURBED AREASWHENEVER MORE THAN 7 CONSECUTIVE DAYS OF DRY WEATHER OCCUR.28.THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE WDNR REMEDIATION AND WASTE MANAGEMENTREQUIREMENTS FOR HANDLING AND DISPOSING OF CONTAMINATED MATERIALS. SITE-SPECIFIC INFORMATION FOR AREASWITH KNOWN OR SUSPECTED SOIL AND/OR GROUNDWATER CONTAMINATION CAN BE FOUND ON WDNR'S BUREAU OFREMEDIATION AND REDEVELOPMENT RACKING SYSTEM (BRRTS) PUBLIC DATABASE AT: http://dnr.wi.gov/botw/29.INSTALL AND MAINTAIN A CONCRETE WASHOUT BASIN PER EPA 833-F-11-006:https://www3.epa.gov/npdes/pubs/concretewashout.pdf. REQUIRE USE BY ALL CONCRETE CONTRACTORS. LIQUID MAY BEREUSED IN CONCRETE MIXING, EVAPORATED, OR DISPOSED OF AS WASTEWATER. CONSTRUCTION SITE EROSION CONTROL REQUIREMENTS1.ALL GRADES SHOWN ARE FINAL FINISHED SURFACE GRADES.2.AREAS TO BE SEEDED SHALL HAVE A MINIMUM 6 INCHES TOPSOIL UNLESS OTHERWISENOTED.3.AREAS NOT RESTORED WITH EROSION MATTING OR OTHER STABILIZATION MEASURESSHALL BE STABILIZED WITH MULCH.4.APPLY ANIONIC POLYMER TO DISTURBED AREAS IF EROSION BECOMES PROBLEMATIC.5.MULCH SHALL BE WEED-FREE STRAW AND SHALL BE INSTALLED AT THE RATE OF 2 TONSPER ACRE PER SECTION 627 OF "STANDARD SPECIFICATIONS FOR HIGHWAY ANDSTRUCTURE CONSTRUCTION" (WISDOT 2014)6.PERMANENT SEEDING SHALL NOT OCCUR BETWEEN SEPTEMBER 15TH AND APRIL 15TH.ALTERNATE SEEDING/PLANTING METHODS AND/OR EROSION PROTECTION MAY BENECESSARY FOR SEEDING/PLANTING THAT OCCURS DURING THAT TIME. COORDINATE WITHTHE OWNER AS NECESSARY.7.TEMPORARY STABILIZATION SHALL CONSIST OF ONE OR MORE OF THE FOLLOWINGOPTIONS:a.TEMPORARY SEEDING CONSISTING OF ANNUAL RYE GRASS APPLIED AT A RATE OF 1.5LBS PER 1000 SQUARE FEET,b.WISDOT PAL CLASS I TYPE B URBAN EROSION CONTROL MAT. GRADING, SEEDING & RESTORATION NOTES EXISTING BUILDING48,000 SQ.FT.FFE = 910.8 PROPOSEDADDITIONFFE = 910.80 1.UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA ASSURVEYED BY WYSER ENGINEERING ON THE WEEK OF MAY 5, 2025. WYSER ENGINEERING SHALLNOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY ARISE AS A RESULT OFERRONEOUS OR INCOMPLETE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO CONFIRMALL ELEVATIONS, GENERAL DRAINAGE AND EARTHWORK REQUIREMENTS PRIOR TOCONSTRUCTION.2.THE BENCHMARK LOCATIONS ARE SHOWN FOR REFERENCE ONLY ON THIS PLAN. THEBENCHMARKS SHALL BE VALIDATED BY LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RISK ASSOCIATED WITH BENCHMARK ELEVATIONS UNTIL CONFIRMED.3.CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & TO WORK WITHINTHE VILLAGE'S LAND IF REQUIRED.4.WYSER ENGINEERING SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BYTHE OWNER OR CONTRACTOR FROM THE APPROVED CONSTRUCTION PLANS THAT MAY RESULTIN DISCIPLINARY ACTIONS BY REGULATORY AGENCIES.5.IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME APPARENT, IT SHALLBE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION SO THATCLARIFICATION OR REDESIGN MAY OCCUR.6.ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS AND PUBLICEASEMENTS SHALL BE IN ACCORDANCE WITH VILLAGE OF JACKSON STANDARDS FOR PUBLICWORKS CONSTRUCTION. BENCHMARK TABLEBM - 1BM - 2BM - #ELEVATIONDESCRIPTION BM - 4 912.00913.16912.05TOP NUT OF HYDRANT LOCATED NEXT TO THE NORTHWEST CORNER OF THE BUILDINGTOP NUT OF HYDRANT NEAR THE MIDDLE OF THE SOUTH PROPERTY LINEBM - 3909.66TOP NUT OF HYDRANT LOCATED NEXT TO THE SOUTHWEST PROPERTY CORNERTOP NUT OF HYDRANT LOCATED NEXT TO THE EAST R/W OF METRO COURT TYPE D INLET PROTECTION PERWDNR TECHNICAL STANDARD 1060,TYP. INSTALL AT ANY LOCATIONWHERE CONSTRUCTION RUNOFFDRAINS INTO THE STORM SEWERSYSTEM. Page 16 of 77 XXXXX XX OHE OHE OHE OHEOHEOHE OHE OHE OHEOHEOHE OHE OHE OHEOHEOHE OHE OHE OHE OHE OHE OHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHE OHEOHEOHE OHEOHE OHEOHEOHE OHEOHE OHEOHEOHE OHEOHEOHE OHE OHE OHEOHEOHE OHE OHE OHEOHEOHE OHE OHE OHEOHEOHE OHE OHE OHE OHE OHE OHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHE OHEOHEOHE OHEOHE OHEOHEOHE OHEOHE OHEOHEOHE OHEOHESANSANSANSANSAN WATWATWATWATWAT STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM WATWATWATWATWAT GM E GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS EXISTING BUILDINGN173W20855 METRO COURT EM ACAC STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STMSTMSANSANSAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WATWATWATWAT WATWAT VLT VLT STMSTMSTMSTMSTM STM STM STM STM STMSTMSTMSTMSTMSTM Fo Fo Fo Fo Fo Fo Fo Fo FoFo FoFoFoFo Fo Fo Fo Fo Fo Fo Fo FoFoFoFoFoFo Fo Fo Fo Fo Fo Fo Fo FoFoFoFo FoFoFoFo STMSTMSTMSTMSTM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STMSTMSTMSTMSTM STM STM STM STM STMSTM STMSTM STMSTM STMSTM STMSTM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STMSTMSTMSTMSTMSTMSTMSTM STMSTM STMSTM STMSTM STMSTM STMSTM WATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT S 0° 16' 33" E 2331.51' S 88° 57' 48" E 294.90' STMSTM S 88° 57' 39" E 272.15' S 0° 16' 33" E 581.94' N 88° 57' 48" W 316.45' N 0° 16' 33" W 514.34' C6 STM STMSTMSTMSTMSTMSTMSTM STM STM STM STM STM STM STM STM STM STMSTMWAT MERTO HARDWOODS WAREHOUSE ADDITIONVILLAGE OF JACKSON, WASHINGTON COUNTY, WI Hearing Impaired TDD (800) 542-2289C300 LEGEND (PROPOSED) GENERAL NOTES 1.DIMENSIONS TAKE PRECEDENCE OVER SCALE. CONTRACTOR TO VERIFY ALL DIMENSIONS INFIELD.2.LENGTHS OF ALL UTILITIES ARE TO CENTER OF STRUCTURES OR FITTINGS AND MAY VARYSLIGHTLY FROM PLAN. LENGTHS SHALL BE VERIFIED IN THE FIELD DURING CONSTRUCTION.3.CONTRACTOR SHALL VERIFY ALL ELEVATIONS, LOCATIONS, AND SIZES OF SANITARY, WATERAND STORM LATERALS AND CHECK ALL UTILITY CROSSINGS FOR CONFLICTS.4.THE PROPOSED IMPROVEMENTS MUST BE CONSTRUCTED IN ACCORDANCE WITH ENGINEERINGPLANS DESIGNED TO MEET ORDINANCES AND REQUIREMENTS OF THE MUNICIPALITY ANDWISDOT, WISDSPS, AND WDNR.5.PRIOR TO CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR:·EXAMINING ALL SITES CONDITIONS RELATIVE TO THE CONDITIONS INDICATED ON THEENGINEERING DRAWINGS. ANY DISCREPANCIES ARE TO BE REPORTED TO THE ENGINEERAND RESOLVED PRIOR TO THE START OF CONSTRUCTION.·OBTAINING ALL PERMITS INCLUDING PERMIT COSTS, TAP FEES, METER DEPOSITS, BONDS,AND ALL OTHER FEES REQUIRED FOR PROPOSED WORK TO OBTAIN OCCUPANCY.·VERIFYING UTILITY ELEVATIONS AND NOTIFYING ENGINEER OF ANY DISCREPANCY. NOWORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS RESOLVED.·NOTIFYING ALL UTILITIES PRIOR TO THE INSTALLATION OF ANY UNDERGROUNDIMPROVEMENTS.·NOTIFYING THE DESIGN ENGINEER AND MUNICIPALITY 48 HOURS PRIOR TO THE START OFCONSTRUCTION TO ARRANGE FOR APPROPRIATE CONSTRUCTION OBSERVATION.9.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE ENGINEER WITH AS-BUILTCONDITIONS OF THE DESIGNATED IMPROVEMENTS IN ORDER THAT THE APPROPRIATEDRAWINGS CAN BE PREPARED, IF REQUIRED. ANY CHANGES TO THE DRAWINGS OR ADDITIONALITEMS MUST BE REPORTED TO THE ENGINEER AS WORK PROGRESSES.10.ANY SANITARY SEWER , SANITARY SEWER SERVICES, WATER MAIN, WATER SERVICES, STORMSEWER, OR OTHER UTILITIES, WHICH ARE DAMAGED BY THE CONTRACTORS, SHALL BEREPAIRED TO THE OWNER'S SATISFACTION AT THE CONTRACTOR'S EXPENSE. NO BLASTING ISALLOWED WITHIN 30 FEET OF EXISTING UTILITIES.11.GRANULAR BACKFILL MATERIALS ARE REQUIRED IN ALL UTILITY TRENCHES UNDER SIDEWALKSAND PROPOSED PAVED AREAS (UNLESS OTHERWISE SPECIFIED BY A GEOTECHNICALENGINEER).12.ALL NON-METALLIC BUILDING SEWER AND WATER SERVICES MUST BE ACCOMPANIED BYMEANS OF LOCATING UNDERGROUND PIPE. TRACER WIRE VALVE BOXES SHALL BE INSTALLEDON ALL LATERALS AND AS INDICATED ON THESE PLANS.13.EXTERIOR CLEANOUTS SHALL BE PROVIDED AS REQUIRED BY SPS 382.35. ALL EXTERIORCLEANOUTS SHALL BE PROVIDED WITH A FROST SLEEVE IN ACCORDANCE WITH SPS382.34(5)(a)b AND SPS 384.30(2)(c).14.ALL PRIVATE PLUMBING MATERIALS SHALL CONFORM TO SPS 384.30.15.ALL PRIVATE PIPE JOINTS SHALL BE INSTALLED PER SPS 384.40.16.CONTRACTOR SHALL VERIFY AND COORDINATE ALL UTILITY CONNECTIONS WITH THEBUILDING PRIOR TO CONSTRUCTION.17.THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO AS TO BE IN CONFORMANCE WITHTHE MUNICIPAL EROSION CONTROL ORDINANCE AT ALL TIMES. UTILITY NOTES PROPOSED PROPERTY BOUNDARYEASEMENTFUTURE BUILDING FOOTPRINTFUTURE PAVEMENT LIMITSASPHALT PAVEMENTPROPOSED STORM SEWERSTM EXISTING SANITARY SEWERBUILDING SERVICE. NO SEWEREXTENDED INTO NEW ADDITION. 246 LF OF 12" PVC @ 1.0% 1.UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA ASSURVEYED BY WYSER ENGINEERING ON THE WEEK OF MAY 5, 2025. WYSER ENGINEERING SHALLNOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY ARISE AS A RESULT OFERRONEOUS OR INCOMPLETE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO CONFIRMALL ELEVATIONS, GENERAL DRAINAGE AND EARTHWORK REQUIREMENTS PRIOR TOCONSTRUCTION.2.THE BENCHMARK LOCATIONS ARE SHOWN FOR REFERENCE ONLY ON THIS PLAN. THEBENCHMARKS SHALL BE VALIDATED BY LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RISK ASSOCIATED WITH BENCHMARK ELEVATIONS UNTIL CONFIRMED.3.CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & TO WORK WITHINTHE VILLAGE'S LAND IF REQUIRED.4.WYSER ENGINEERING SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BYTHE OWNER OR CONTRACTOR FROM THE APPROVED CONSTRUCTION PLANS THAT MAY RESULTIN DISCIPLINARY ACTIONS BY REGULATORY AGENCIES.5.IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME APPARENT, IT SHALLBE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION SO THATCLARIFICATION OR REDESIGN MAY OCCUR.6.ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS AND PUBLICEASEMENTS SHALL BE IN ACCORDANCE WITH VILLAGE OF JACKSON STANDARDS FOR PUBLICWORKS CONSTRUCTION. EXISTING BUILDINGFFE = 910.8 PHASE IIADDITIONFFE = 910.80 EXISTING WATER BUILDINGSERVICE. NO SEWER EXTENDEDINTO NEW ADDITION. 57 LF OF 8" PVC @ 1.0% 77 LF OF 8" PVC @ 1.0%CAP 8" PVC FOR FUTUREEXTENSION. 12X8 WYE45°BEND12X8REDUCER45°BEND 45°BEND C.O. BRING UNDERGROUND STORMPIPE TO SURFACE AT EXISTINGDOWNSPOUTS AND CONNECT. 12X8 WYE45°BENDC.O. C.O. CORE DRILL NEW 12" HDPE STORMSEWER INTO EXISTING STORM INLET21" (EX.) = 902.75 (RCP)12" (EX.) = 902.79 (PVC)12" (PRO.) = 902.80 (HDPE)BOTTOM (EX.) = 902.00 INSTALL TWO 45°BENDS AT AMINIMUM OF 10-FEET APART ONTHE 12" PVC PIPE.PROVIDE NEW 6" DUCTILE IRONCONNECTION INTO EXISTINGWATER. SIZE AND TYPE UNKNOWN. 33 LF OF 6" DI PIPE AND HYDRANT. Page 17 of 77 XXXXX XX OHE OHE OHE OHEOHEOHE OHE OHE OHEOHEOHE OHE OHE OHEOHEOHE OHE OHE OHE OHE OHE OHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHE OHEOHEOHE OHEOHE OHEOHEOHE OHEOHE OHEOHEOHE OHEOHEOHE OHE OHE OHEOHEOHE OHE OHE OHEOHEOHE OHE OHE OHEOHEOHE OHE OHE OHE OHE OHE OHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHE OHEOHEOHE OHEOHE OHEOHEOHE OHEOHE OHEOHEOHE OHEOHESANSANSANSANSAN WATWATWATWATWAT STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM WATWATWATWATWAT GM E GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS EXISTING BUILDINGN173W20855 METRO COURT EM ACAC STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STMSTMSANSANSAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WATWATWATWAT WATWAT VLT VLT STMSTMSTMSTMSTM STM STM STM STM STMSTMSTMSTMSTMSTM 30' WIDE R.R. SPUR EASEMENTPER CSM 504312' WIDE WEPCo EASEMENTPER CSM 5043 10' WIDE AMERITECGENERAL EASEMENTPER DOC. 815871 15' WIDE STORMSEWER EASEMENTPER CSM 5043 Fo Fo Fo Fo Fo Fo Fo Fo FoFo FoFoFoFo Fo Fo Fo Fo Fo Fo Fo FoFoFoFoFoFo Fo Fo Fo Fo Fo Fo Fo FoFoFoFo FoFoFoFo STMSTMSTMSTMSTM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STMSTMSTMSTMSTM STM STM STM STM STMSTM STMSTM STMSTM STMSTM STMSTM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STMSTMSTMSTMSTMSTMSTMSTM STMSTM STMSTM STMSTM STMSTM STMSTM WATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT S 0° 16' 33" E 2331.51' S 88° 57' 48" E 294.90' STMSTM S 88° 57' 39" E 272.15' S 0° 16' 33" E 581.94' N 88° 57' 48" W 316.45' N 0° 16' 33" W 514.34' C6 STM STMSTM STM STMSTM STM STM STM STMSTMSTMSTMSTMSTM 910.12 EP910.01 EP910.34 EP STM STM STM STM STM STM STM STM STM STM STMSTMWAT MERTO HARDWOODS WAREHOUSE ADDITIONVILLAGE OF JACKSON, WASHINGTON COUNTY, WI Hearing Impaired TDD (800) 542-2289C301 LEGEND (PROPOSED) GENERAL NOTES 1.DIMENSIONS TAKE PRECEDENCE OVER SCALE. CONTRACTOR TO VERIFY ALL DIMENSIONS INFIELD.2.LENGTHS OF ALL UTILITIES ARE TO CENTER OF STRUCTURES OR FITTINGS AND MAY VARYSLIGHTLY FROM PLAN. LENGTHS SHALL BE VERIFIED IN THE FIELD DURING CONSTRUCTION.3.CONTRACTOR SHALL VERIFY ALL ELEVATIONS, LOCATIONS, AND SIZES OF SANITARY, WATERAND STORM LATERALS AND CHECK ALL UTILITY CROSSINGS FOR CONFLICTS.4.THE PROPOSED IMPROVEMENTS MUST BE CONSTRUCTED IN ACCORDANCE WITH ENGINEERINGPLANS DESIGNED TO MEET ORDINANCES AND REQUIREMENTS OF THE MUNICIPALITY ANDWISDOT, WISDSPS, AND WDNR.5.PRIOR TO CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR:·EXAMINING ALL SITES CONDITIONS RELATIVE TO THE CONDITIONS INDICATED ON THEENGINEERING DRAWINGS. ANY DISCREPANCIES ARE TO BE REPORTED TO THE ENGINEERAND RESOLVED PRIOR TO THE START OF CONSTRUCTION.·OBTAINING ALL PERMITS INCLUDING PERMIT COSTS, TAP FEES, METER DEPOSITS, BONDS,AND ALL OTHER FEES REQUIRED FOR PROPOSED WORK TO OBTAIN OCCUPANCY.·VERIFYING UTILITY ELEVATIONS AND NOTIFYING ENGINEER OF ANY DISCREPANCY. NOWORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS RESOLVED.·NOTIFYING ALL UTILITIES PRIOR TO THE INSTALLATION OF ANY UNDERGROUNDIMPROVEMENTS.·NOTIFYING THE DESIGN ENGINEER AND MUNICIPALITY 48 HOURS PRIOR TO THE START OFCONSTRUCTION TO ARRANGE FOR APPROPRIATE CONSTRUCTION OBSERVATION.9.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE ENGINEER WITH AS-BUILTCONDITIONS OF THE DESIGNATED IMPROVEMENTS IN ORDER THAT THE APPROPRIATEDRAWINGS CAN BE PREPARED, IF REQUIRED. ANY CHANGES TO THE DRAWINGS OR ADDITIONALITEMS MUST BE REPORTED TO THE ENGINEER AS WORK PROGRESSES.10.ANY SANITARY SEWER , SANITARY SEWER SERVICES, WATER MAIN, WATER SERVICES, STORMSEWER, OR OTHER UTILITIES, WHICH ARE DAMAGED BY THE CONTRACTORS, SHALL BEREPAIRED TO THE OWNER'S SATISFACTION AT THE CONTRACTOR'S EXPENSE. NO BLASTING ISALLOWED WITHIN 30 FEET OF EXISTING UTILITIES.11.GRANULAR BACKFILL MATERIALS ARE REQUIRED IN ALL UTILITY TRENCHES UNDER SIDEWALKSAND PROPOSED PAVED AREAS (UNLESS OTHERWISE SPECIFIED BY A GEOTECHNICALENGINEER).12.ALL NON-METALLIC BUILDING SEWER AND WATER SERVICES MUST BE ACCOMPANIED BYMEANS OF LOCATING UNDERGROUND PIPE. TRACER WIRE VALVE BOXES SHALL BE INSTALLEDON ALL LATERALS AND AS INDICATED ON THESE PLANS.13.EXTERIOR CLEANOUTS SHALL BE PROVIDED AS REQUIRED BY SPS 382.35. ALL EXTERIORCLEANOUTS SHALL BE PROVIDED WITH A FROST SLEEVE IN ACCORDANCE WITH SPS382.34(5)(a)b AND SPS 384.30(2)(c).14.ALL PRIVATE PLUMBING MATERIALS SHALL CONFORM TO SPS 384.30.15.ALL PRIVATE PIPE JOINTS SHALL BE INSTALLED PER SPS 384.40.16.CONTRACTOR SHALL VERIFY AND COORDINATE ALL UTILITY CONNECTIONS WITH THEBUILDING PRIOR TO CONSTRUCTION.17.THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO AS TO BE IN CONFORMANCE WITHTHE MUNICIPAL EROSION CONTROL ORDINANCE AT ALL TIMES. UTILITY NOTES PROPOSED PROPERTY BOUNDARYEASEMENTBUILDING FOOTPRINTASPHALT PAVEMENTCONCRETE PAVEMENTPROPOSED STORM SEWERSTM EXISTING SANITARY SEWERBUILDING SERVICE. NO SEWEREXTENDED INTO NEW ADDITION. ROOF DOWNSPOUTS TO BE CONNECTEDINTO ADJACENT STORM SEWER SYSTEM RD - 1 1.UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA ASSURVEYED BY WYSER ENGINEERING ON THE WEEK OF MAY 5, 2025. WYSER ENGINEERING SHALLNOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY ARISE AS A RESULT OFERRONEOUS OR INCOMPLETE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO CONFIRMALL ELEVATIONS, GENERAL DRAINAGE AND EARTHWORK REQUIREMENTS PRIOR TOCONSTRUCTION.2.THE BENCHMARK LOCATIONS ARE SHOWN FOR REFERENCE ONLY ON THIS PLAN. THEBENCHMARKS SHALL BE VALIDATED BY LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RISK ASSOCIATED WITH BENCHMARK ELEVATIONS UNTIL CONFIRMED.3.CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & TO WORK WITHINTHE VILLAGE'S LAND IF REQUIRED.4.WYSER ENGINEERING SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BYTHE OWNER OR CONTRACTOR FROM THE APPROVED CONSTRUCTION PLANS THAT MAY RESULTIN DISCIPLINARY ACTIONS BY REGULATORY AGENCIES.5.IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME APPARENT, IT SHALLBE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION SO THATCLARIFICATION OR REDESIGN MAY OCCUR.6.ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS AND PUBLICEASEMENTS SHALL BE IN ACCORDANCE WITH VILLAGE OF JACKSON STANDARDS FOR PUBLICWORKS CONSTRUCTION. EXISTING BUILDINGFFE = 910.8 PROPOSEDADDITIONFFE = 910.80 EXISTING WATER BUILDINGSERVICE. NO WATER EXTENDEDINTO NEW ADDITION. CONNECT INTO EXISTING 8" STUBI.E. = 904.17 (8" PVC) ROOF DOWNSPOUTS TO DISCHARGE TO GRADE ROOF DOWNSPOUTS TO BE CONNECTEDINTO ADJACENT STORM SEWER SYSTEM.MAXIMUM 11,000 SQ.FT. OF ROOFTOP TODRAIN INTO THIS SYSTEM.ROOF DOWNSPOUTS IN THIS CORNER TODISCHARGE TO GRADE HEADING SOUTHINTO SWALE FOR CONVEYANCE TO THEWEST. 16 LF OF 8"PVC @ 3.0% 77 LF OF 8" PVC @ 4.0% 49 LF OF 10"PVC @ 1.0% TWO 45°BENDS 45°BENDC.O. 45°BEND STM INL NO. 1RIM = 906.70I.E. = 904.65 (8" PVC) CORE DRILL NEW 10" HDPE STORMSEWER INTO EXISTING STORM INLET12" (EX.) = 901.97 (RCP)10" (PRO.) = (HDPE)BOTTOM (EX.) = 902.00 Page 18 of 77 MERTO HARDWOODS WAREHOUSE ADDITIONVILLAGE OF JACKSON, WASHINGTON COUNTY, WI C400 FLOWDIRECTION WOVEN GEOTEXTILE FABRIC ANCHOR TRENCH SECURE FABRIC TO POST WITH 0.5" STAPLESIN 5 PLACES MIN. SUPPORT CORD118 " x 118 " x 48" (MIN.) AIR OR KILN DRIEDHICKORY OR OAK POSTSGEOTEXTILE FABRIC 18" MIN. POLYESTEROR NYLON SUPPORTCORDFLOW 4" WIDE x 6" DEEPANCHOR TRENCH8" MIN. GEOTEXTILE INANCHOR TRENCH BACKFILL AND COMPACTANCHOR TRENCH + 24" FLOW MATERIAL NOTES1.GEOTEXTILE FABRIC SHALL BE WOVEN AND SHALL CONFORM TO THE MATERIALREQUIREMENTS LISTED IN SECTION 628 OF THE WISDOT STANDARDSPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION, 2003EDITION.INSTALLATION NOTES1.INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF WDNRCONSERVATION PRACTICE STANDARD 1056.2.CONSTRUCT THE SILT FENCE IN AN ARC WITH THE ENDS POINTING UPSLOPE TOAVOID EROSION AROUND THE ENDS OF THE FENCE.3.FAILURE TO PROPERLY ANCHOR SILT FENCE COULD RESULT IN WATER ANDSEDIMENT RELEASE BENEATH THE SILT FENCE. PROPERLY SECURE THE SILTFENCE INTO THE ANCHOR TRENCH.4.CONSTRUCT THE FENCE FROM A CONTINUOUS ROLL OF GEOTEXTILE TO AVOIDJOINTS. WHERE JOINTS ARE NECESSARY, OVERLAP TO THE NEXT POST ORWRAP ADJOINING FABRICS TOGETHER AROUND THE JOINT POST AND TIGHTLYFASTEN.5.SILT FENCE SHALL NOT BE USED IN AREAS OF CONCENTRATED FLOW. INSPECTION & MAINTENANCE NOTES1.AT A MINIMUM, PERFORM INSPECTIONS WEEKLY ANDWITHIN 24 HOURS OF PRECIPITATION EVENTSPRODUCING 0.5 INCHES OR MORE OF RAINFALL.2.INSPECT FENCES FOR DAMAGE TO STAKES AND FABRIC,UNDERCUTTING, EXCESSIVE SEDIMENT ACCUMULATION(GREATER THAN 12 OF THE FENCE HEIGHT), ANDINDICATIONS OF SCOUR AROUND THE EDGES.3.REPAIR OR REPLACE SILT FENCE WITHIN 24 HOURS OFIDENTIFYING AND DEFICIENCIES.SILT FENCE 48" MIN. FOLD 3"MAX. 6' TYP. / 8' MAX. 20" MIN. POSTBURIAL GEOTEXTILE FABRIC (IF NECESSARY)EXISTING ROAD 50' 12" MIN. 12' MIN. REFER TO MATERIALS NOTES MATERIAL NOTES INSTALLATION NOTES INSPECTION & MAINTENANCE NOTES CONSTRUCTION ENTRANCE (STONE TRACKING PAD) 1. USE HARD, DURABLE, ANGULAR STONE OR RECYCLED CONCRETEMEETING THE GRADATION IN TABLE 1. WHERE THIS GRADATION ISNOT AVAILABLE, MEET THE GRADATION IN WISCONSIN DEPARTMENTOF TRANSPORTATION (DOT) STANDARD SPECIFICATION, SECTION 312SELECT CRUSHED MATERIAL. USE MATERIAL SUBSTANTIALLY FREEFROM DIRT, DEBRIS, STEEL, VEGETABLE MATTER, AND OTHERDELETERIOUS MATERIAL. PLACE THE AGGREGATE IN A LAYER ATLEAST 12 INCHES THICK.2. THE TRACKING PAD SHALL BE UNDERLAIN WITH A WDOT TYPE RGEOTEXTILE FABRIC WHERE WARRANTED BASED ON SOIL TYPE ORHIGH GROUNDWATER.1. INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OFWDNR CONSERVATION PRACTICE STANDARD 1057.2. INSTALL THE TRACKING PAD ACROSS THE FULL WIDTH OF THEACCESS POINT, OR RESTRICT EXITING TRAFFIC TO A DEDICATEDEGRESS LANE WITH A DRIVING SURFACE AT LEAST 12 FEET WIDE.3. DIMENSIONS OF THE TRACKING PAD SHALL BE MINIMUM AS NOTEDON THE FIGURE ABOVE.4. DIVERT SURFACE FLOWS AWAY FROM TRACKING PADS OR CONVEYFLOW UNDER AND/OR AROUND USING CULVERTS AND SWALES. DIRECTRUNOFF FROM TRACKING PADS TO SEDIMENT CONTROL PRACTICES.5. DO NOT COMPACT AGGREGATE PRIOR TO USE. COMPACTION,GROUTING, OR OTHER MEANS OF CREATING A SMOOTH SURFACECOMPROMISE THE EFFECTIVENESS OF THE TRACKING PAD.6. TRACKING PAD SHALL BE REMOVED OR INCORPORATED INTOGRAVEL DRIVEWAY ONLY AFTER CONSTRUCTION IS COMPLETE ANDTHE SITE HAS BEEN STABILIZED. 1. STONE TRACKING PADS SHALL BE INSPECTED WEEKLY AND WITHIN 24HOURS AFTER EVERY PRECIPITATION EVENT THAT PRODUCES 0.5 INCHES OFRAIN OR MORE DURING A 24 HOUR PERIOD.2. MONITOR AND MAINTAIN DEVICES TO MINIMIZE SHIFTING, RUTTING OFADJACENT SURFACES, AND STRUCTURAL FAILURE. MAINTAIN A LOOSENED,ROUGH SURFACE BY SCRAPING, LOOSENING, OR TOP-DRESSING WITHADDITIONAL AGGREGATE.2. ADDITIONAL AGGREGATE SHALL BE PLACED IF THE TRACKING PAD BECOMESBURIED OR IF SEDIMENT IS NOT BEING REMOVED EFFECTIVELY FROM THEVEHICLE TIRES.3. A MINIMUM 30-FEET WIDE BY 50-FEET LONG BY 12-INCH THICK PAD SHALLBE MAINTAINED AT ALL TIMES. ADD STONE AS NEEDED TO MAINTAIN THEMINIMUM PAD THICKNESS.4. THE TRACKING PAD PERFORMANCE SHALL BE MAINTAINED BY SCRAPING ORTOP-DRESSING WITH ADDITIONAL AGGREGATE.5. ANY SEDIMENT TRACKED ONTO A PUBLIC OR PRIVATE ROAD SHOULD BEREMOVED BY STREET CLEANING AT THE END OF EACH WORKING DAY.6. REMOVE STONES LODGED BETWEEN THE TIRES OF DUAL WHEEL VEHICLESPRIOR TO LEAVING THE CONSTRUCTION SITE.7. MAINTENANCE SHALL BE COMPLETED AS SOON AS POSSIBLE WITHCONSIDERATION FOR SITE CONDITIONS.8. REPLACE DAMAGED OR CRUSHED CULVERTS UNDER TRACKING PAD. SIEVESIZEPERCENT BYWEIGHT PASSING 3" 1002-1/2" 90-1001-1/2" 25-60 3/4" 0-20 3/8" 0-5 TABLE 1 THE WDNR TECHNICAL STANDARD 1060 FOR INLET PROTECTION SHALL BE FOLLOWED AT ALL TIMES. IF ANY VARIATION BETWEEN THIS DETAILAND THE WDNR TECHNICAL STANDARD ARE FOUND, THE WDNR TECHNICAL STANDARD SHALL GOVERN.INLET PROTECTION DEVICES SHALL BE MAINTAINED OR REPLACED AT THE DIRECTION OF THE ENGINEER.MANUFACTURED ALTERNATIVES APPROVED AND LISTED ON THE DEPARTMENT'S EROSION CONTROL PRODUCT ACCEPTABILITY LIST MAY BESUBSTITUTED.WHEN REMOVING OR MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT THE SEDIMENT TRAPPED ON THE GEOTEXTILE FABRICDOES NOT FALL INTO THE INLET. ANY MATERIAL FALLING INTO THE INLET SHALL BE REMOVED IMMEDIATELY. GENERAL NOTES INLET PROTECTION REPLACEABLE WOVENGEOTEXTILESEDIMENT BAGTYPICAL ROUNDINLET FILTER OPTIONAL 4" X 6"ADDITIONAL OVERFLOWHOLES IN 4 PLACES ASSPECIFIED BY WISDOT STAINLESSSTEELCLAMPING BAND LIFT HANDLES11 GAUGE STEELSUSPENSIONSYSTEMSTANDARD 2"OVERFLOWAREA 2-ply REAR CURB GUARD FLAPWITH MAGNETIC TIE-DOWNSNOTE: CAN SLIDE 2 X 4THROUGH FLAP IF IRON CURBBACK NOT AVAILABLE FORMAGNETSTYPICAL CURB BOXINLET FILTER (Type C with Curb Box)TYPICAL FLAT/RECTANGULAR/ROLLED CURBINLET FILTER (Types A, B, C, & D) MATERIALS:1.FRAMING - 11 GAUGE STEEL;CORROSION RESISTANT2.SEDIMENT BAG - WOVENGEOTEXTILE (TYPE FF ORAPPROVED ALTERNATE); 2 CUBICFT TYP. VOLUME; STAINLESSSTEEL LOCKING BAND SECURINGBAG TO FRAME. INSTALLATION:1.REMOVE GRATE2.DROP FLEXSTORM INLETFILTER ONTO LOAD BEARINGLIP OF CASTING ORCONCRETE STRUCTURE3.REPLACE GRATE Page 19 of 77 MERTO HARDWOODS WAREHOUSE ADDITIONVILLAGE OF JACKSON, WASHINGTON COUNTY, WI C401 FLOWDIRECTION SEE PLANS FOR ANCHOR TRENCH LOCATIONS CHANNEL TERMINATION TWOROWS OF STAPLES 6" APARTOFFSET BY 3" MATERIAL NOTES1.ONLY PRODUCTS LISTED IN THE WISCONSIN DEPARTMENT OFTRANSPORTATION EROSION CONTROL PRODUCT ACCEPTABILITY LIST(PAL) ARE ACCEPTABLE FOR USE.2.STAPLES USED FOR CLASS I TYPES A & B MATS SHALL BE 1-2 INCHWIDE, U-SHAPED, MADE OF NO.11 (3.05mm) OR LARGER DIAMETERSTEEL WIRE, AND NOT LESS THAN 6 INCHES LONG FOR FIRM SOILSAND 12 INCHES LONG FOR LOOSE SOILS.INSTALLATION NOTES1.EROSION CONTROL REVEGETATIVE MATS (ECRM) SHALL BEINSTALLED AFTER TOPSOIL AND SEED HAVE BEEN PLACED.2.INSTALLATION OF ECRM SHOULD BE COORDINATED WITHPERMANENT RESTORATION PRACTICES.3.INSTALLATION SHALL CONFORM WITH WDNR CONSERVATIONPRACTICE STANDARD 1053.4.ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. THIS STANDARD DETAIL IS AN EXAMPLE OFTYPICAL INSTALLATION GUIDANCE.5.MATS SHALL BE IN FIRM AND CONTINUOUS CONTACT WITH THE SOIL.6.IF SECTIONS OF ECRM NEED TO BE OVERLAPPED, ENSURE THAT THEOVERLAP IS FACING DOWNSTREAM TO PREVENT WATER FROMFLOWING BENEATH THE ECRM.INSPECTION & MAINTENANCE NOTES1.INSTALL ADDITIONAL ANCHORING IN AREAS OF OBSERVED RILLINGAND CONCENTRATED FLOW BENEATH THE EROSION MAT. IF RILLINGIS SEVERE ENOUGH TO PREVENT VEGETATION ESTABLISHMENT,REMOVE EROSION MAT, REGRADE, COMPACT, RE-SEED, AND REPLACETHE SECTION OF MAT.2.IF PRODUCTS WITH PLASTIC NETTING ARE USED, REMOVE NETTINGOR REPLACE MAT IF SEPARATION OF THE NETTING FROM THE MAT ISOBSERVED.3.ALL MAINTENANCE ACTIVITIES SHOULD OCCUR AS SOON ASPOSSIBLE WITH CONSIDERATION OF SITE CONDITIONS.EROSION CONTROL MAT (CHANNELS) TRENCH APPROX.10" WIDE x 8" DEEP SOIL PILEFROMTRENCH FLOW STEP 1 STEP 2 STAPLES ARE THROUGHBOTH BLANKETS BLANKET OVERLAP,2"-4" FLOW6" OVERLAP 2 ROWS OF STAPLES4" APART FLOW 2 ROWS OF STAPLES: 4"SPACING BETWEENROWS, 12" SPACINGBETWEEN STAPLES2 ROWS OF STAPLES: 4"SPACING BETWEENROWS, 12" SPACINGBETWEEN STAPLES ANCHOR TRENCH DETAIL GENERAL STAPLE PATTERN:USE MANUFACTURER'S RECOMMENDATIONS. MAXIMUMDISTANCE BETWEEN STAPLES IS 4 FEET. FLOWDIRECTION WOVEN GEOTEXTILE FABRIC ANCHOR TRENCH SECURE FABRIC TO POST WITH 0.5" STAPLESIN 5 PLACES MIN. SUPPORT CORD118 " x 118 " x 48" (MIN.) AIR OR KILN DRIEDHICKORY OR OAK POSTSGEOTEXTILE FABRIC 18" MIN. POLYESTEROR NYLON SUPPORTCORDFLOW 4" WIDE x 6" DEEPANCHOR TRENCH8" MIN. GEOTEXTILE INANCHOR TRENCH BACKFILL AND COMPACTANCHOR TRENCH + 24" FLOW MATERIAL NOTES1.GEOTEXTILE FABRIC SHALL BE WOVEN AND SHALL CONFORM TO THE MATERIALREQUIREMENTS LISTED IN SECTION 628 OF THE WISDOT STANDARDSPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION, 2003EDITION.INSTALLATION NOTES1.INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF WDNRCONSERVATION PRACTICE STANDARD 1056.2.CONSTRUCT THE SILT FENCE IN AN ARC WITH THE ENDS POINTING UPSLOPE TOAVOID EROSION AROUND THE ENDS OF THE FENCE.3.FAILURE TO PROPERLY ANCHOR SILT FENCE COULD RESULT IN WATER ANDSEDIMENT RELEASE BENEATH THE SILT FENCE. PROPERLY SECURE THE SILTFENCE INTO THE ANCHOR TRENCH.4.CONSTRUCT THE FENCE FROM A CONTINUOUS ROLL OF GEOTEXTILE TO AVOIDJOINTS. WHERE JOINTS ARE NECESSARY, OVERLAP TO THE NEXT POST ORWRAP ADJOINING FABRICS TOGETHER AROUND THE JOINT POST AND TIGHTLYFASTEN.5.SILT FENCE SHALL NOT BE USED IN AREAS OF CONCENTRATED FLOW. INSPECTION & MAINTENANCE NOTES1.AT A MINIMUM, PERFORM INSPECTIONS WEEKLY ANDWITHIN 24 HOURS OF PRECIPITATION EVENTSPRODUCING 0.5 INCHES OR MORE OF RAINFALL.2.INSPECT FENCES FOR DAMAGE TO STAKES AND FABRIC,UNDERCUTTING, EXCESSIVE SEDIMENT ACCUMULATION(GREATER THAN 12 OF THE FENCE HEIGHT), ANDINDICATIONS OF SCOUR AROUND THE EDGES.3.REPAIR OR REPLACE SILT FENCE WITHIN 24 HOURS OFIDENTIFYING AND DEFICIENCIES.SILT FENCE 48" MIN. FOLD 3"MAX. 6' TYP. / 8' MAX. 20" MIN. POSTBURIAL 11.5 2' MIN.1' MIN.L 11.5 1.2. 2' FLOW ELEVATION CROSS-SECTION 8-INCH THICK LAYER (MIN.) OF 3/4"CLEAR STONE TOPSOIL ORSTONEBERMSTONEWEEPER BERM TO BE CONSTRUCTED WITH 3" CLEAR STONE, 1.5' HIGH ABOVE THE SWALEBOTTOM AND LEVEL WITH THE CREST.EXTEND BERM ACROSS SWALE TO MEET SWALE SIDE SLOPES GRADES. WHERE SWALEIS LESS THAN 1.5' DEEP, REDUCE BERM HEIGHT TO 1.0', WITH A 4' LENGTH.INSTALL GEOTEXTILE FABRIC SAS UNDER CLEAR STONE.3.STONE BERM GEOTEXTILE FABRIC (IF NECESSARY)EXISTING ROAD 50' 12" MIN. 12' MIN. REFER TO MATERIALS NOTES MATERIAL NOTES INSTALLATION NOTES INSPECTION & MAINTENANCE NOTES CONSTRUCTION ENTRANCE (STONE TRACKING PAD) 1. USE HARD, DURABLE, ANGULAR STONE OR RECYCLED CONCRETEMEETING THE GRADATION IN TABLE 1. WHERE THIS GRADATION ISNOT AVAILABLE, MEET THE GRADATION IN WISCONSIN DEPARTMENTOF TRANSPORTATION (DOT) STANDARD SPECIFICATION, SECTION 312SELECT CRUSHED MATERIAL. USE MATERIAL SUBSTANTIALLY FREEFROM DIRT, DEBRIS, STEEL, VEGETABLE MATTER, AND OTHERDELETERIOUS MATERIAL. PLACE THE AGGREGATE IN A LAYER ATLEAST 12 INCHES THICK.2. THE TRACKING PAD SHALL BE UNDERLAIN WITH A WDOT TYPE RGEOTEXTILE FABRIC WHERE WARRANTED BASED ON SOIL TYPE ORHIGH GROUNDWATER.1. INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OFWDNR CONSERVATION PRACTICE STANDARD 1057.2. INSTALL THE TRACKING PAD ACROSS THE FULL WIDTH OF THEACCESS POINT, OR RESTRICT EXITING TRAFFIC TO A DEDICATEDEGRESS LANE WITH A DRIVING SURFACE AT LEAST 12 FEET WIDE.3. DIMENSIONS OF THE TRACKING PAD SHALL BE MINIMUM AS NOTEDON THE FIGURE ABOVE.4. DIVERT SURFACE FLOWS AWAY FROM TRACKING PADS OR CONVEYFLOW UNDER AND/OR AROUND USING CULVERTS AND SWALES. DIRECTRUNOFF FROM TRACKING PADS TO SEDIMENT CONTROL PRACTICES.5. DO NOT COMPACT AGGREGATE PRIOR TO USE. COMPACTION,GROUTING, OR OTHER MEANS OF CREATING A SMOOTH SURFACECOMPROMISE THE EFFECTIVENESS OF THE TRACKING PAD.6. TRACKING PAD SHALL BE REMOVED OR INCORPORATED INTOGRAVEL DRIVEWAY ONLY AFTER CONSTRUCTION IS COMPLETE ANDTHE SITE HAS BEEN STABILIZED. 1. STONE TRACKING PADS SHALL BE INSPECTED WEEKLY AND WITHIN 24HOURS AFTER EVERY PRECIPITATION EVENT THAT PRODUCES 0.5 INCHES OFRAIN OR MORE DURING A 24 HOUR PERIOD.2. MONITOR AND MAINTAIN DEVICES TO MINIMIZE SHIFTING, RUTTING OFADJACENT SURFACES, AND STRUCTURAL FAILURE. MAINTAIN A LOOSENED,ROUGH SURFACE BY SCRAPING, LOOSENING, OR TOP-DRESSING WITHADDITIONAL AGGREGATE.2. ADDITIONAL AGGREGATE SHALL BE PLACED IF THE TRACKING PAD BECOMESBURIED OR IF SEDIMENT IS NOT BEING REMOVED EFFECTIVELY FROM THEVEHICLE TIRES.3. A MINIMUM 30-FEET WIDE BY 50-FEET LONG BY 12-INCH THICK PAD SHALLBE MAINTAINED AT ALL TIMES. ADD STONE AS NEEDED TO MAINTAIN THEMINIMUM PAD THICKNESS.4. THE TRACKING PAD PERFORMANCE SHALL BE MAINTAINED BY SCRAPING ORTOP-DRESSING WITH ADDITIONAL AGGREGATE.5. ANY SEDIMENT TRACKED ONTO A PUBLIC OR PRIVATE ROAD SHOULD BEREMOVED BY STREET CLEANING AT THE END OF EACH WORKING DAY.6. REMOVE STONES LODGED BETWEEN THE TIRES OF DUAL WHEEL VEHICLESPRIOR TO LEAVING THE CONSTRUCTION SITE.7. MAINTENANCE SHALL BE COMPLETED AS SOON AS POSSIBLE WITHCONSIDERATION FOR SITE CONDITIONS.8. REPLACE DAMAGED OR CRUSHED CULVERTS UNDER TRACKING PAD. SIEVESIZEPERCENT BYWEIGHT PASSING 3" 1002-1/2" 90-1001-1/2" 25-60 3/4" 0-20 3/8" 0-5 TABLE 1 THE WDNR TECHNICAL STANDARD 1060 FOR INLET PROTECTION SHALL BE FOLLOWED AT ALL TIMES. IF ANY VARIATION BETWEEN THIS DETAILAND THE WDNR TECHNICAL STANDARD ARE FOUND, THE WDNR TECHNICAL STANDARD SHALL GOVERN.INLET PROTECTION DEVICES SHALL BE MAINTAINED OR REPLACED AT THE DIRECTION OF THE ENGINEER.MANUFACTURED ALTERNATIVES APPROVED AND LISTED ON THE DEPARTMENT'S EROSION CONTROL PRODUCT ACCEPTABILITY LIST MAY BESUBSTITUTED.WHEN REMOVING OR MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT THE SEDIMENT TRAPPED ON THE GEOTEXTILE FABRICDOES NOT FALL INTO THE INLET. ANY MATERIAL FALLING INTO THE INLET SHALL BE REMOVED IMMEDIATELY. GENERAL NOTES INLET PROTECTION REPLACEABLE WOVENGEOTEXTILESEDIMENT BAGTYPICAL ROUNDINLET FILTER OPTIONAL 4" X 6"ADDITIONAL OVERFLOWHOLES IN 4 PLACES ASSPECIFIED BY WISDOT STAINLESSSTEELCLAMPING BAND LIFT HANDLES11 GAUGE STEELSUSPENSIONSYSTEMSTANDARD 2"OVERFLOWAREA 2-ply REAR CURB GUARD FLAPWITH MAGNETIC TIE-DOWNSNOTE: CAN SLIDE 2 X 4THROUGH FLAP IF IRON CURBBACK NOT AVAILABLE FORMAGNETSTYPICAL CURB BOXINLET FILTER (Type C with Curb Box)TYPICAL FLAT/RECTANGULAR/ROLLED CURBINLET FILTER (Types A, B, C, & D) MATERIALS:1.FRAMING - 11 GAUGE STEEL;CORROSION RESISTANT2.SEDIMENT BAG - WOVENGEOTEXTILE (TYPE FF ORAPPROVED ALTERNATE); 2 CUBICFT TYP. VOLUME; STAINLESSSTEEL LOCKING BAND SECURINGBAG TO FRAME. INSTALLATION:1.REMOVE GRATE2.DROP FLEXSTORM INLETFILTER ONTO LOAD BEARINGLIP OF CASTING ORCONCRETE STRUCTURE3.REPLACE GRATE Page 20 of 77 Page 21 of 77 Taking the lead in Washington County. STAFF MEMO Village of Jackson Plan Commission Meeting Date: July 17, 2025 Agenda Item: # 4 To: Brian Heckendorf, Village President Jen Heidtke, Village Administrator Plan Commission From: Collin Johnson, Director of Inspections/Zoning Subject: Review of Public Participation Plan - Village Zoning Code Update - Tim Schwecke, Civi Tek Consulting Description / Background and Analysis: As part of the Village Zoning Code Update project, the Village’s zoning consultant has proposed a number of public participation objectives intended to gather input from the general public. This is a crucial element in any public participation plan that ensures transparency and gathers valuable community feedback. The plan is designed to foster public participation, including open discussion, communication programs, information services, and public meetings with advance notice provided at every stage of the process. It will engage a diverse cross-section of the community, ensure the public has access to information about the process, meeting schedules, and proposed changes and most importantly, creates opportunities from residents and others to share their perspectives and suggestions. Additionally, this plan will work to build trust and understanding by way of open communication to help bridge gaps and build public trust. Comprehensive Plan and Zoning Impacts: The public participation plan will include information on updates to both the comprehensive plan and zoning code. Site Plan: Not Applicable Review Procedures: The Plan Commission is advisory; and the Village Board makes the final decision. Signage: Not Applicable Additional Staff Comments: Page 22 of 77 Taking the lead in Washington County. Staff recommend approval of the proposed Public Participation Plan. Notice Requirements: • Posting on the agenda Potential Action: Motion to recommend the Village Board approve the Public Participation Plan as presented by the Village Zoning Consultant Civi Tek. Attachments: 1. Zoning Code Update - Public Participation Plan Page 23 of 77 Page 1 Public Participation Plan Zoning Code Update Project Village of Jackson INTRODUCTION Public participation in government decision making is vital in our system of governance. While it is true that our elected officials were chosen to make decisions on behalf of the people they represent, it is also true that elected officials need to inform, be informed by, and interact with the public on an ongoing basis if their representation is to be meaningful. Regular and continuing involvement in government decision making is the very basis for the idea of citizenship. Public participation is likely to produce better decisions by utilizing the knowledge of the populace and by allocating part of the responsibility for formulating and implementing decisions to the citizens. The Village of Jackson is therefore committed to encouraging and facilitating public participation throughout the preparation, review, and adoption of new zoning regulations. This public participation plan serves as a basic framework for achieving an open dialogue between Village residents, property owners, Village staff, and elected and appointed officials. OBJECTIVES FOR PUBLIC PARTICIPATION • The public has opportunities to provide input (both formally and informally) to appropriate decision makers. • The public has access to technical information created during the process. • Elected officials will have input from a broad range of perspectives and interests in the community. • Public input is elicited through a variety of means (electronic, printed, and oral) in such a way that it may be carefully considered and responded to in a timely fashion. • The process strengthens the sense of community and civic engagement. • The process furthers the vision of having active and positive participation throughout the process by those most directly affected. RESPONSIBILITY FOR IMPLEMENTATION The Village of Jackson Village Board, Plan Commission, Village staff, and project consultant will share the responsibility for implementing the public participation activities described in this plan. RESPONSBILITY FOR DEVELOPING THE ZONING CODE The Plan Commission will have the primary responsibility of developing a proposed zoning code and submitting it to the Village Board for further deliberations. The Village Board has the ultimate responsibility to ensure the adopted regulations achieve community-wide objectives. PLANNED PUBLIC PARTICIPATION ACTIVITIES • The project consultant will conduct up to 8 listening sessions with key stakeholders, which may include elected and appointed officials, department staff, and representatives of civic organizations, the local chamber of commerce, business groups, neighborhood groups, and the like. • The project consultant will conduct one or more workshops for the Plan Commission to identify issues the new zoning code should address in new or different ways. The purpose of this exercise is to develop consensus on what needs to be addressed in the rewrite and sufficient direction to begin drafting the zoning ordinance. • The project consultant and Village staff will conduct an open house prior to the public hearing to create an informal setting for residents and others to learn more about the proposed zoning code and to offer their suggestions and comments. Page 24 of 77 Public Participation Plan – Zoning Code Rewrite Project Page 2 • A public hearing will be conducted to solicit input relating to the proposed zoning code. • The project consultant, in consultation with Village staff, may issue news releases when appropriate. • Residents and others will be able to provide written comments throughout the entire project. • Various drafts of the zoning code will be made available as they are submitted for public review. • An online survey will be conducted to solicit input from Village residents and others. • The project consultant will use the ZoningHub platform to share the proposed zoning regulations in an online interactive way so that people can find out how their property may be zoned and related development standards. OPPORTUNITY FOR WRITTEN COMMENTS • Written comments will be accepted throughout the process and should be sent to Collin Johnson, Director of Inspections & Zoning, at collin.johnson@villageofjacksonwi.gov • At public meetings or hearings, the presiding officer will announce any deadline for submitting written comments, if such comments are allowed subsequent to the meeting or hearing. PUBLIC NOTICES FOR MEETINGS AND HEARINGS Public notices of all meetings and public hearings will be prepared and distributed consistent with applicable notice requirements of the Wisconsin Open Meetings Law, and any other notice requirements imposed by local ordinance or bylaws. APPROVAL The Plan Commission reviewed this public participation plan at their meeting on July 17, 2025, and the Village Board approved the plan at their meeting on August __, 2025. Page 25 of 77 Taking the lead in Washington County. STAFF MEMO Village of Jackson Plan Commission Meeting Date: July 17, 2025 Agenda Item: # 5 To: Brian Heckendorf, Village President Jen Heidtke, Village Administrator Plan Commission From: Collin Johnson, Director of Inspections/Zoning Subject: Ordinance #25-08 Amending Section 48-155(c) for Planned Unit Development District PUD- 03 for Parcel: V3_047700K - KARM Properties, LLC Description / Background and Analysis: KARM Properties, LLC, the property owner, is requesting an amendment to Planned Unit Development District PUD-03. The owner is proposing to construct a standalone commercial spec building on the existing site. The proposed 3,872 square foot building would contain two tenant spaces including a drive-thru along the west side of the building. The current PUD does not allow for a drive-thru operation. Owner/Agent are requesting the current PUD Ordinance (48-155(c)) be updated to allow for a drive-thru operation as a conditional use. Sec. 48-155. PUD-03 KARM Planned Unit Development District. (Existing Ordinance) (a) Generally. The KARM Planned Unit Development District (PUD-03) was established in 2022 to accommodate the unique needs of a mixed-use commercial development. (b) Uses allowed by right. Uses allowed by right, subject to other requirements of the zoning code: (1) vehicle fuel station, (2) car wash, (3) general retail, (4) restaurant, and (5) laundromat. (c) Conditional uses. Uses allowed as a conditional use, subject to other requirements of the zoning code: (1) mini-storage facility and (2) truck parking. (d) Lot area and width. Lots shall have a minimum area of five acres and shall not be less than 60 feet in width at the setback line. (e) Building height. No building or part of a building shall exceed 35 feet in height. (f) Setbacks and yards. There shall be a minimum building setback of 50 feet from the right-of-way of all streets. There shall be a side yard on each side of all buildings not less than 20 feet in width and a rear yard of not less than 25 feet. (g) Building coverage. The maximum building coverage is 60 percent. (h) Maximum impervious surface. The maximum impervious surface area is 80 percent. (i) Division of land restricted. This district includes two adjoining parcels which shall be owned and operated as a single parcel. The subject property may not be subdivided by any means. Further, the configuration of the Page 26 of 77 Taking the lead in Washington County. subject property shall not hereafter be modified by any means without the approval of the village board upon recommendation of the plan commission. (j) Revisions to the zoning map. Upon adoption of this section, the subject property shall be designated as a planned development district with reference to this section. Hereafter, the subject property is subject to this section and other sections of this code as applicable. Comprehensive Plan and Zoning Impacts: The property is designated as General Commercial under the Village Comprehensive Plan and is zoned Planned Unit Development. If the changes to the PUD Ordinance are approved by the Village, the Owner/Agent would then need to apply to the Village for a Conditional Use and Site Plan review for construction of the proposed building and drive-thru. Site Plan: See attached location map and site plan. Review Procedures: The Plan Commission is advisory; and the Village Board makes the final decision. Signage: Not Applicable Additional Staff Comments: Building Inspection/Zoning Staff recommends approval of the proposed PUD amendment as presented. Notice Requirements: • Posting on the agenda • Notification of all contiguous property owners • Class II Legal Notice prior to Public Hearing Potential Action: Motion to recommend the Village Board approve the Ordinance #25-08 amending Ordinance Section 48-155(c) for Planned Unit Development District PUD-03 to allow a drive-thru operation as a Conditional Use. Attachments: 1. PC Application 2. Location Map 3. Site Plan 4. Ordinance 25-08 (DRAFT) Page 27 of 77 Page 28 of 77 Page 29 of 77 Page 30 of 77 Page 31 of 77 Page 32 of 77 Page 33 of 77 Page 34 of 77 N173 W21010 Northwest Passage Way Jackson, WI 53037  Tel: 262.677-9933 Fax: 262.677.9934 Village of Jackson June 27, 2025 N168W19851 Main Street Jackson, WI 53037 Re: Project Narrative Jackson Retail Introduction: Included with this project narrative you will find the graphical information regarding the proposed business development located at N168W19490 Main Street. The new development will include a new free-standing 3,872 square foot speculative retail building and the requisite site development needed to support the new building. There are no prospective tenants at this time. Existing Site: The existing site is approximately 5.62 acres and is currently occupied by a gas station / retail tenant building, carwash and several storage buildings. The site frontage is commercial property to the West, commercial property to the South, vacant land to the east, and residential property to the North. Vehicular access to the site is limited to Eagle Drive. The base zoning of the site is designated “PUD-03 KARM” Plan of Operation: The proposed development will include a new retail building set for up to two individual tenants. There is an opportunity for the western tenant to have a drive thru service. Proposed Building/Site: The proposed building is approximately 3,872 square feet. The site design provides 21 total parking spaces (including 2 accessible spaces) located along Main Street on the south side of the site. A drive thru has been planned for the west side of the building. Traffic for the drive thru can circulate through the site from either the north side of the existing development or between the car wash and new building from the south. Existing RV services will remain but will be relocated slightly to provide more stacking space for a drive thru. The building will be constructed using a combination of brick veneer, stone veneer, EIFS, lap siding, aluminum storefront glazing systems and entrances. See enclosed drawings and photos for further information. The new building will mimic the existing structures on site. Page 35 of 77 Storm-water management is addressed by utilizing the existing development stormwater pond which was designed to account for impervious areas on this property. The site is currently well landscaped. No new landscaping other new grass is planned. No new site lighting is proposed. There will be exterior lighting on the underside of the building canopy to illuminate the building entry. We do not believe this new development will negatively impact or be a nuisance to the surrounding neighborhood. This is an expansion of a long-standing established use and is consistent with the nature of the surrounding neighborhood which is currently a mixture of commercial and residential properties. The traffic patterns in the neighborhood are already established and will not be affected by the new development. If you have any questions or concerns regarding this proposed development please feel free to contact our office. Sincerely, Mark Hertzfeldt Design 2 Construct Development Corporation Page 36 of 77 JACKSON RETAIL N168W19490 Main Street, Jackson WI 53037 N173 W21010 NORTHWEST PASSAGE WAY  JACKSON, WI 53037 TEL: 262.677.9933  FAX: 262.677.9934 EXISTING RETAIL BUILDING Page 37 of 77 N168 W19490 Main Street Current Parcel Override 1 Address Point Road Centerline STH, CTH State Highway PLSS Boundary PLSS Section PLSS Quarter Lot Plat Certified Survey Map Condominium Right-of-Way Municipality Local Road Labels Local Road PLSS Monument Landhook 7/8/2025, 1:35:22 PM 0 0.02 0.040.01 mi 0 0.03 0.060.01 km 1:1,276 Washington County GIS Washington County | Southeast Wisconsin Regional Planning Commission | Calvin Lawrence, Dennis Weise, Nina Rihn | Washington County, US Census Bureau | Page 38 of 77 LOCATION MAP N PROJECT LOCATION SHEET INDEX: PROJECT CONTACTS ARCHITECT PROJECT MANAGER PROJECT NO. DATE SEAL PHONE (262) 677-9933 N173 W21010 FAX (262) 677-9934 NORTHWEST PASSAGE WAY CONSTRUCTION DESIGN JACKSON, WI 53037 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: BUILDING DESIGN FOR: REV DATE SUPERVISING PROFESSIONAL JACKSON RETAIL MAIN STREET (HWY. '60') JACKSON, WISCONSIN 53037 JASON HERNKE 24-00215 06.26.2025 06.26.2025 24-00215 PLAN COMMISSION DLH TS TITLE SHEET JACKSON RETAIL MAIN STREET (HWY. '60') JACKSON, WISCONSIN 53037 - MARK HERTZFELDT MH TS TITLE SHEET CIVIL C1.01 EXISTING CONDITIONS PLAN C1.02 PROPOSED SITE PLAN C1.03 EROSION CONTROL PLAN C1.04 GRADING PLAN C1.05 UTILITY PLAN C2.01 CONSTRUCTION NOTES C2.02 SITE DETAILS C2.03 EROSION CONTROL & UTILITY DETAILS ARCHITECTURAL A1.0 ARCHITECTURAL SITE PLAN A1.1 SITE PLAN W/ LANDSCAPING A2.1 FLOOR PLAN A4.1 EXTERIOR ELEVATIONS Page 39 of 77 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 6/27/2025C1.01122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com SUBMITTALJACKSON RETAILN168 W19490 MAIN STJACKSON, WI 53037 \DE-106-19\ EXISTINGCONDITIONSPLANDLCJDRKJP Page 40 of 77 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 6/27/2025 C1.02 122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com SUBMITTALJACKSON RETAILN168 W19490 MAIN STJACKSON, WI 53037 \DE-106-19\ PROPOSEDSITE PLANDLCKJPJDR 244,807 SQ. FT.5.6200 ACRESPARCEL 3 Page 41 of 77 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 6/27/2025C1.03122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com SUBMITTALJACKSON RETAILN168 W19490 MAIN STJACKSON, WI 53037 \DE-106-19\ EROSIONCONTROLPLANWWSJDRKJP DIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com Page 42 of 77 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 6/27/2025C1.04122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com SUBMITTALJACKSON RETAILN168 W19490 MAIN STJACKSON, WI 53037 \DE-106-19\ GRADINGPLANDLCJDRKJP DIGGERS HOTLINEDial or (800)242-8511www.DiggersHotline.com Page 43 of 77 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 6/27/2025C1.05122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com SUBMITTALJACKSON RETAILN168 W19490 MAIN STJACKSON, WI 53037 \DE-106-19\ UTILITY PLANJDRJDRKJP Page 44 of 77 6/27/2025C2.01122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com SUBMITTALJACKSON RETAILN168 W19490 MAIN STJACKSON, WI 53037 \DE-106-19\ CONSTRUCTIONNOTESWWSWWSJDR Page 45 of 77 6/27/2025C2.02122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com SUBMITTALJACKSON RETAILN168 W19490 MAIN STJACKSON, WI 53037 \DE-106-19\ SITE DETAILSWWSWWSJDR Page 46 of 77 6/27/2025C2.03122 Wisconsin Street, West Bend, WI 53095262.346.7800 www.parishse.com SUBMITTALJACKSON RETAILN168 W19490 MAIN STJACKSON, WI 53037 \DE-106-19\ EROSIONCONTROL &UTILITYDETAILSWWSWWSJDR SECTION A-A AA Page 47 of 77 SITE DATA: SITE AREA: AREA OF EXISTING BUILDINGS: AREA OF PROPOSED BUILDING: TOTAL BUILDING FOOTPRINT: MAX. GROSS FLOOR AREA RATIO: TOTAL HARD SURFACE AREA: MAX. IMPERVIOUS SURFACE AREA: EXISTING HARD SURFACE AREA: PROPOSED HARD SURFACE AREA CONCRETE AREA: LIGHT DUTY PAVING: TOTAL GREEN SPACE AREA: LINEAR FEET OF CURB: ZONING DISTRICT: ALLOWABLE BUILDING HEIGHT: BUILDING HEIGHT: FRONT YARD SETBACK: SIDE YARD SETBACK: REAR YARD SETBACK: PARKING STALL REQUIREMENTS: RESTAURANT: 1/250 SF (1,936 SF) 1/EMPLOYEE RETAIL: 1/300 SF (1,936 SF) TOTAL TOTAL PARKING PROVIDED: HANDICAP PARKING REQUIRED: HANDICAP PARKING PROVIDED: 244,660 SF 5.62 ACRES 19,968 SF 3,872 SF 23,840 SF 60% (ACTUAL: 9.8%) 136,820 SF 80% (ACTUAL 55.9%) 115,844 (47.3% OF SITE) 20,976 SF (8.6% OF SITE) 2,200 SF 18,776 SF 84,000 SF (34.3% OF SITE) 212 LF PUD 03 - KARM 35'-0" 28'-1" 50'-0" 20'-0" 25'-0" 8 6 7 21 28 (INCL. 2 H.C. STALLS) 2 2 ST ST ST ST ST PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE 50'-0" BUILDING SETBACK 20'-0" SETBACK 30'-0" BUILDING SETBACK 50'-0" BUILDING SETBACK 50'-0" BUILDING SETBACK 50'-0" BUILDING SETBACK EXISTING BUILDING 1 8,674 S.F EXISTING BUILDING 3 2,960 S.F. EXISTING BUILDING 4 6,200 S.F. EXISTING ASPHALT EXISTING ASPHALT EXISTING TRASH ENCLOSURE EXISTING POND SITE AREA 244,660 S.F. 5.62 ACRES PROPOSED BUILDING 3,872 S.F. EXISTING BUILDING 2 2,134 S.F. RELOCATE EXISTING VACUUM RELOCATE EXISTING RV DUMP STATION RELOCATE EXISTING LIGHT POLE EXISTING HYDRANT RELOCATE EXISTING LIGHT POLE RELOCATE EXISTING TRANSFORMER EXISTING CANOPY EXISTING CANOPY 9 10 9 NEW ASPHALT EXISTING ASPHALT MAIN STREET (HWY. '60') EAGLE DR. ORDER BOARD ROOF OUTLINE GRASS GRASS 24' - 0" 107' - 4" 34' - 0" 8' - 2" 90' - 0" 9' - 2" 19' - 8" 12' - 6" 90' - 0" 9' - 2" 15' - 0" 4' - 8" 11' - 0" 15' - 0" 5' - 0"64' - 0"13' - 1" 20' - 0"24' - 0"20' - 0" 9' - 0" 5' - 0" 54' - 0" 20' - 0" 29' - 0" 9' - 0" 81' - 0" 7" 6' - 3" 5' - 0" NEW ASPHALT 376' - 9" 70' - 0"68' - 0" 130' - 9" 57' - 0" 299' - 9" 64' - 0" 52' - 6" NEW TRASH ENCLOSURE, CONCRETE PAD AND APPROACH 27' - 9" 15' - 0"12' - 0" CAR WASH SIGN EXISTING FLAGPOLE TO BE RELOCATED BY OWNER 5' - 0" 24' - 0" NEW STRIPING NEW STRIPING CURB FACE SIDEWALK 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: 06.26.2025 24-00215 PLAN COMMISSION DLH A1.0 ARCHITECTURAL SITE PLAN JACKSON RETAIL MAIN STREET (HWY. '60') JACKSON, WISCONSIN 53037 - SCALE: 1" = 30'-0"1 ARCHITECTURAL SITE PLAN N Page 48 of 77 ST ST ST ST ST PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE 50'-0" BUILDING SETBACK 20'-0" SETBACK 30'-0" BUILDING SETBACK 50'-0" BUILDING SETBACK 50'-0" BUILDING SETBACK 50'-0" BUILDING SETBACK EXISTING BUILDING 1 8,674 S.F EXISTING BUILDING 3 2,960 S.F. EXISTING BUILDING 4 6,200 S.F. EXISTING ASPHALT EXISTING ASPHALT EXISTING TRASH ENCLOSURE EXISTING POND SITE AREA 244,660 S.F. 5.62 ACRES PROPOSED BUILDING 3,872 S.F. EXISTING BUILDING 2 2,134 S.F. RELOCATE EXISTING VACUUM RELOCATE EXISTING RV DUMP STATION EXISTING HYDRANT RELOCATE EXISTING LIGHT POLE RELOCATE EXISTING TRANSFORMER EXISTING CANOPY EXISTING CANOPY NEW ASPHALT EXISTING ASPHALT MAIN STREET (HWY. '60') EAGLE DR. ORDER BOARD ROOF OUTLINE GRASS GRASS NEW ASPHALT NEW TRASH ENCLOSURE, CONCRETE PAD AND APPROACH CAR WASH SIGN EXISTING FLAGPOLE TO BE RELOCATED BY OWNER NEW STRIPING NEW STRIPING CURB FACE SIDEWALK CURB FACE SIDEWALK SIDEWALK MULCH BED RELOCATE EXISTING LIGHT POLE 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: 06.26.2025 24-00215 PLAN COMMISSION DLH A1.1 SITE PLAN W/ LANDSCAPING JACKSON RETAIL MAIN STREET (HWY. '60') JACKSON, WISCONSIN 53037 - 1 SCALE: 1" = 30'-0"1 SITE PLAN W/ LANDSACPING N Page 49 of 77 A4.14 A4.1 A4.1 A4.1 3 2 1 3,872 S.F. 2' - 0" 3' - 8" 2' - 0" 16' - 4" 2' - 0" 16' - 4" 2' - 0" 16' - 4" 2' - 0" 57' - 0"5' - 8" 2' - 0" 20' - 8" 2' - 0" 20' - 8" 2' - 0" 20' - 8" 2' - 0" 16' - 8" 3' - 4" 8" 2' - 0" 20' - 8" 2' - 0" 20' - 8" 2' - 0" 20' - 8" 2' - 0" 3' - 4" 16' - 8" 70' - 0" 62' - 8" 2' - 0" 20' - 8" 2' - 0" 20' - 8" 2' - 0" 20' - 8" 2' - 0" 7' - 1 3/4" 6' - 6" 7' - 1 3/4" 2' - 0" 3' - 8" 2' - 0" 16' - 4" 2' - 0" 16' - 4" 2' - 0" 16' - 4" 2' - 0" 7' - 4"3' - 0"6' - 0" DRIVE-THRU WINDOW 6' - 0" 14' - 2" 48' - 8 1/2" 33' - 7 7/8" 33' - 7 7/8" VESTIBULE 96 S.F. TENANT 'A' 1,888 S.F. TENANT 'B' 1,888 S.F. 54' - 8 3/4" 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: 06.26.2025 24-00215 PLAN COMMISSION DLH A2.1 FLOOR PLAN JACKSON RETAIL MAIN STREET (HWY. '60') JACKSON, WISCONSIN 53037 - SCALE: 1/4" = 1'-0"1 FLOOR PLAN N Page 50 of 77 1ST FLOOR 100' - 0" B/O/ EAVE 112' - 8" T.O. FTG. 96' - 8" T/O ROOF 128' - 1" 06 07 B/O SOFFIT 1 110' - 0" T/O SILL 102' - 8" 10 02 03 04 05 08 09 01 B/O SOFFIT 2 111' - 4" 1ST FLOOR 100' - 0" B/O/ EAVE 112' - 8" T.O. FTG. 96' - 8" T/O ROOF 128' - 1" 06 B/O SOFFIT 1 110' - 0" T/O SILL 102' - 8" B/O SOFFIT 2 111' - 4" 10 02 03 04 05 08 09 01 1ST FLOOR 100' - 0" B/O/ EAVE 112' - 8" T.O. FTG. 96' - 8" T/O ROOF 128' - 1" 10 02 03 04 05 08 09 01 B/O SOFFIT 1 110' - 0" T/O SILL 102' - 8" 12 B/O SOFFIT 2 111' - 4" 1ST FLOOR 100' - 0" B/O/ EAVE 112' - 8" T.O. FTG. 96' - 8" T/O ROOF 128' - 1" 06 B/O SOFFIT 1 110' - 0" T/O SILL 102' - 8" 10 02 03 04 05 09 01 B/O SOFFIT 2 111' - 4" 11 08 3' - 0"2' - 10" 5' - 10" 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: 06.26.2025 24-00215 PLAN COMMISSION DLH A4.1 EXTERIOR ELEVATIONS JACKSON RETAIL MAIN STREET (HWY. '60') JACKSON, WISCONSIN 53037 - SCALE: 3/16" = 1'-0"3 NORTH ELEVATION SCALE: 3/16" = 1'-0"4 EAST ELEVATION SCALE: 3/16" = 1'-0"1 SOUTH ELEVATION SCALE: 3/16" = 1'-0"2 WEST ELEVATION ELEVATION NOTE LEGEND 01 PREFINISHED ALUMINUM WINDOW SYSTEM W/ TINTED, INSULATED GLASS. MATCH EXISTING 02 30-YR. DIMENSIONAL ASPHALT SHINGLES. MATCH EXISTING 03 EXTERIOR INSULATION FINISH SYSTEM (EIFS). MATCH EXISTING 04 FACE BRICK VENEER. MATCH EXISTING 05 STONE VENEER. MATCH EXISTING 06 COMPOSITE 6" EXPOSED LAP BOARD SIDING. MATCH EXISTING 07 HOLLOW METAL DOOR AND FRAME - PAINTED 08 PREFINISHED ALUMINUM GUTTER AND DOWNSPOUT. MATCH EXISTING 09 LIMESTONE SILL. MATCH EXISTING 10 FOOTING AND FOUNDATION WALL 11 DRIVE-THRU TRANSACTION WINDOW 12 PREFINISHED ALUMINUM STOREFRONT SYSTEM W/ TINTED, INSULATED GLASS. MATCH EXISTING Page 51 of 77 Ordinance #25-08 Page 1 of 3 STATE OF WISCONSIN VILLAGE OF JACKSON WASHINGTON COUNTY ORDINANCE #25-08 AN ORDINANCE TO AMEND THE ZONING REGULATIONS IN SECTION 48- 155 OF THE VILLAGE OF JACKSON MUNICIPAL CODE FOR PLANNED DEVELOPMENT DISTRICT PUD-03 WHEREAS, the Village of Jackson Village Board adopted zoning regulations for the Village of Jackson and has amended such regulations from time to time; and W HEREAS, the zoning regulations, as amended, are codified as Chapter 48 of the Village of Jackson municipal code, which is titled “Zoning;” and W HEREAS, KARM Properties LLC (hereafter property owner) owns the property at N168 W19490 Main Street (hereafter subject property), more particularly described as Parcel: V3_047700K, and W HEREAS, the property owner has submitted a petition to amend Section 48-155(c) pursuant to the requirements in Section 48-151 of the zoning regulations; and W HEREAS, the Village of Jackson Plan Commission reviewed the petition at their meeting on July 17, 2025, and recommended approval as set forth in this ordinance; and W HEREAS, upon due notice as required by the zoning code, the Village Board conducted a public hearing on August 12, 2025, to accept public input; and W HEREAS, the Village Board accepted the Plan Commission’s recommended code amendment without revision; and W HEREAS, the Village Board, after careful review and upon consideration of the recommendation of the Plan Commission and having given the matter due consideration having determined that all procedural requirements and notice requirements have been satisfied, and having based its determination on the effect of the adoption of the ordinance on the health, safety and welfare of the community and the preservation and enhancement of property values in the community, and having given due consideration to the municipal problems involved hereby determine that the ordinance amendment will serve the public health, safety and general welfare of the Village of Jackson, will enhance property values in the Village and will not be hazardous, harmful, noxious, offensive or a nuisance, and will not unduly limit or restrict the use of property in the Village or for any other reason cause a substantial adverse effect on the property values and general desirability of the Village. N OW, THEREFORE BE IT RESOLVED, the Village of Jackson Village Board, Washington County Wisconsin ORDAINS AS FOLLOWS: S ection 1. Amend Section 48-155(c) in Chapter 48, to read as set forth below. DRAFT Page 52 of 77 Ordinance #25-08 Page 2 of 3 (c) Conditional uses. Uses allowed as a conditional use, subject to other requirements of the zoning code: (1) mini-storage facility and (2) truck parking and (3) vehicular drive-thru. Section 2. This ordinance shall become effective upon passage and posting or publication as provided by law. Section 3. The several sections of this ordinance are declared to be severable. If any section or portion thereof shall be declared by a court of competent jurisdiction to be invalid, unlawful, or unenforceable, such decision shall apply only to the specific Section or portion thereof directly specified in the decision and shall not affect the validity of any other provisions, sections, or portions thereof of the ordinance. The remainder of the ordinance shall remain in full force and effect. Any other ordinances whose terms are in conflict with the provisions of this ordinance are hereby repealed as to those terms that conflict. Section 4. The Village Clerk and Village Administrator are authorized and directed to make all changes within the Village of Jackson Code of Ordinances necessary to reflect this ordinance. Introduced by: Seconded by: Vote: aye nay Passed and approved VILLAGE OF JACKSON By: Brian J. Heckendorf, Village President Attest: Jacqueline Schuh, Village Clerk Proof of Posting: DRAFT Page 53 of 77 Ordinance #25-08 Page 3 of 3 I, the undersigned, certify that I posted copies of this Ordinance on bulletin boards at the Village Hall, Post Office and one other location in the Village. Village Official Date DRAFT Page 54 of 77 Taking the lead in Washington County. STAFF MEMO Village of Jackson Plan Commission Meeting Date: July 17, 2025 Agenda Item: # 6 To: Brian Heckendorf, Village President Jen Heidtke, Village Administrator Plan Commission From: Collin Johnson, Director of Inspections/Zoning Subject: Ordinance #25-09 Rezoning of Parcel: V3_00400A from Planned Unit Development District (PUD) to B-2 Downtown Business District - Center Main, LLC Description / Background and Analysis: The subject property was previously home to The Latest Edition, a tavern that operated for several years in the Village. The business closed in the fall of 2022 and has remained empty since. Center Main, LLC purchased the property on March 30, 2023. The property consists of 0.59 acres. The main structure includes the original tavern, comprised of a 2,633-square- foot first floor and a 2,025-square-foot second floor. There is also a 3,145 square-foot addition constructed in 2007. Additionally, there are also two outbuildings located on the parcel. Site plan improvements include demolition of the easterly outbuilding, fourteen new parking stalls in addition to the roughly five that exist currently, including one ADA van accessible stall, private sidewalks, and a refuse enclosure area. There are currently no plans for the north outbuilding. The owner is requesting a rezoning from Planned Unit Development (PUD) to B-2 Downtown Business District. The rezoning is the first requirement to allow them to operate an antiques resale store out of the building. A future Conditional Use and Site Plan review will be necessary as the final step in allowing the retail operation. Comprehensive Plan and Zoning Impacts: The property is currently designated as mixed-use under the 2050 Comprehensive Plan and is currently zoned Planned Unit Development District. Rezoning to a B-2 Downtown Business District will allow for greater use flexibility in the future and is recommended by staff. Ordinance Section 48-146 below outlines the approved uses and requirements for B-2 zoning districts: Sec. 48-146. B-2 Downtown Business District. (a) Generally. The B-2 Downtown Business District is intended to provide for the orderly continuation of the traditional central business district. The business activities are more of a general nature and are characterized by on-street parking. While continuing those existing businesses at their present level of service, new businesses located in the B-2 Downtown Business District should be required to provide for off-street parking and loading. Page 55 of 77 Taking the lead in Washington County. (b) Permitted uses. None; all uses are conditional uses. (c) Lot area and width. Lots shall have a minimum of 7,000 square feet in area and shall be not less than 60 feet in width at the setback line. (d) Building height. No building or parts of building shall exceed 35 feet in height. (e) Setbacks and yards. There shall be a minimum building setback of ten feet from the street right-of-way. No minimum side yard is required; however, where a side yard is provided, it shall not be less than ten feet. There shall be a rear yard of not less than 25 feet. Site Plan: See attached location map and Plat of Survey Review Procedures: The Plan Commission is advisory; and the Village Board makes the final decision following a public hearing for re- zoning and conditional use review. Signage: No signage is being requested at this time. Signage complying with the current zoning code does not require review or approval by the Plan Commission or Village Board. Additional Staff Comments: Inspections & Zoning: Recommend the Plan Commission recommend approval of the rezoning to B-2 Downtown Business District as requested. Notice Requirements: • Posting on the agenda • Notification of all other municipalities located within 1000-feet of the subject property including any non- contiguous • Publication of a Class II Legal Notice is also required Potential Action: Motion to recommend Village Board approve Ordinance #25-09 to rezone Parcel V3_004000A from Planned Unit Development to B-2 Downtown Business District. Attachments: 1. Plan Commission Application 2. Location Map and Plat of Survey 3. Building / Site Plans 4. Ordinance 25-09 (DRAFT) Page 56 of 77 Center Main, LLC XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX Page 57 of 77 Page 58 of 77 Page 59 of 77 Page 60 of 77 Page 61 of 77 Page 62 of 77 Page 63 of 77 Page 64 of 77 Page 65 of 77 6/25/2025, 3:31 :57 PM LJ Current Parcel Override 1 LJLot Plat • Address Point Certified Survey Map Exhibit A - Parcel: V3_004000A 0 0 Road Centerline STH, CTH D Assessor Plat; Cemetery Plat; Subdivision I - - - - State Highway ,_ - -' Right-of-Way - Railroad Centerlines D Municipality PLSS Boundary D PLSS Section Local Road Labels - Local Road - Landhook 0 0.01 1:577 0.01 0.01 0.02 mi 0.03 km _ PLSS Quarter Washington County GIS Washington County I Southeast Wisconsin Regional Planning Commission I Calvin Lawrence, Dennis Weise, Nina Rihn I Washington County, US Census Bureau I Page 66 of 77 Page 67 of 77 SHEETDATESET USEPROJECT NUMBER REVISIONSSHEET TITLEenvision designA R C H I T E C T U R ETHE RUSTED J RESALEN168W20788 MAIN STJACKSON, WI 53037 SCHEMATIC25-01005.23.2025 XX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXTITLE SHEET TS PROJECT: THE RUSTED J RESALEADDRESS:N168W20788 MAIN STJACKSON, WI 53037PROJECT DATA:SHEET INDEX:PROJECT CONTACTS:ARCHITECT: SHAUN SULLIVANENVISION DESIGN ARCHITECTS342 N. WATER ST. SUITE 600MILWAUKEE, WI 53202P: 414-626-4312C: 262-327-4338E: envision3design@gmail.comGENERAL CONTRACTOR:TBDDATE: 06.03.2025SEAL:MUNICIPALITY: JACKSON, WI OWNER CONTACT: JOHN BAGULYP: 262-483-5337E: john@rustedj.comAREA MAP: Page 68 of 77 SITE PLANSCALE: 1/16" = 1'-0"1 EXISTING BUILDING:AREA OF ALTERATION EXISTING BUILDING:NO ALTERATION EXISTINGBUILDING:TO BEDEMOLISHED NEW ASPHALT PARKING LOT NEW CONCRETE SIDE WALK NEW CONCRETE SIDE WALK NEW DUMPSTER ENCLOSUREw/CONCRETE PAD NEW STRIPED PARKINGSTALLS ON EXISTINGCONCRETE SURFACE SHEETDATESET USEPROJECT NUMBER REVISIONSSHEET TITLEenvision designA R C H I T E C T U R ETHE RUSTED J RESALEN168W20788 MAIN STJACKSON, WI 53037 SCHEMATIC25-01005.23.2025 XX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXSITE PLAN A1.0 Page 69 of 77 FIRST FLOOR DEMO PLANSCALE: 3/16" = 1'-0"1 UPUP SHEETDATESET USEPROJECT NUMBER REVISIONSSHEET TITLEenvision designA R C H I T E C T U R ETHE RUSTED J RESALEN168W20788 MAIN STJACKSON, WI 53037 SCHEMATIC25-01005.23.2025 XX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXFIRST FLOOR DEMOLITION PLAN D2.1 Page 70 of 77 SECOND FLOOR DEMO PLANSCALE: 3/16" = 1'-0"1 DNDN SHEETDATESET USEPROJECT NUMBER REVISIONSSHEET TITLEenvision designA R C H I T E C T U R ETHE RUSTED J RESALEN168W20788 MAIN STJACKSON, WI 53037 SCHEMATIC25-01005.23.2025 XX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXSECOND FLOOR DEMOLITION PLAN D2.2 Page 71 of 77 FIRST FLOOR PLANSCALE: 3/16" = 1'-0"1 UPUP SHEETDATESET USEPROJECT NUMBER REVISIONSSHEET TITLEenvision designA R C H I T E C T U R ETHE RUSTED J RESALEN168W20788 MAIN STJACKSON, WI 53037 SCHEMATIC25-01005.23.2025 XX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXFIRST FLOOR PLAN A2.1 Page 72 of 77 SECOND FLOOR PLANSCALE: 3/16" = 1'-0"1 DNDN SHEETDATESET USEPROJECT NUMBER REVISIONSSHEET TITLEenvision designA R C H I T E C T U R ETHE RUSTED J RESALEN168W20788 MAIN STJACKSON, WI 53037 SCHEMATIC25-01005.23.2025 XX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXSECOND FLOOR PLAN A2.2 Page 73 of 77 FIRST FLOOR REFLECTED CEILING PLANSCALE: 3/16" = 1'-0"1 L L L L L L L L L L L L L LLL L L LLL L L L L L L L L L L L L L L L L L L L L L L SECOND FLOOR REFLECTED CEILING PLANSCALE: 3/16" = 1'-0"2 SHEETDATESET USEPROJECT NUMBER REVISIONSSHEET TITLEenvision designA R C H I T E C T U R ETHE RUSTED J RESALEN168W20788 MAIN STJACKSON, WI 53037 SCHEMATIC25-01005.23.2025 XX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXXX.XX.XXXXCEILING PLANSFIRST & SECOND FLOOR REFLECTED A3.1 SWITCH, w/ DIMMERSWITCH, w/ DUAL LEVEL SWITCHINGSWITCH, w/ PILOT LIGHTELECTRICAL PANEL SWITCH, 3-WAYSWITCH, 4-WAYSWITCH, SINGLE POLEEXHAUST FANLIGHTING KEY: NOTE:SWITCHES, OUTLETS AND COVER PLATES ARE TO BE LEVITON "DECORA" SERIES; COLOR TO BESELECTED BY OWNER.IECC AND NEC COMPLIANCE:DESIGN BUILD ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE LIGHTINGFIXTURES WHICH WILL COMPLY WITH ALL FEDERAL, STATE AND LOCAL CODE REQUIREMENTS.LIGHTING FIXTURES ARE SHOWN ON THE PLAN TO COMMUNICATE THE DESIGN INTENT ONLY.ELECTRICAL CONTRACTOR SHALL PROVIDE INTERIOR SPACE PHOTOMETRIC FOR APPROVAL OFLIGHTING FIXTURES AND LIGHTING LEVELS. ELECTRICAL CONTRACTOR IS RESPONSIBLE TOPROVIDE FIXTURES AND LAMPS TO MEET THE FOLLOWING MINIMUM DESIGN LIGHT LEVELS.RECEPTION 30-50 FCOFFICE75 FCHALLWAY30 FCKITCHEN: 80 FCTOILET ROOM25 FCUTILITY / MECHANICAL ROOM30 FCMEANS OF EGRESS ILLUMINATION - EMERGENCY LIGHTING:DESIGN BUILD ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AN EXIT/EMERGENCY LIGHTING SYSTEM WHICH WILL ILLUMINATE PATH OF EGRESS TO ALL EXITS IN THEEVENT OF POWER FAILURE. EXIT/ EMERGENCY LIGHTING SHALL MEET ALL FEDERAL, STATEAND LOCAL CODE REQUIREMENTS.EXIT/ EMERGENCY LIGHTING FIXTURES ARE SHOWN ON THE PLAN TO DELINEATE THE EGRESSPATH AND DESIRED LOCATIONS FOR POTENTIAL EXIT/ EMERGENCY FIXTURES ONLY.ADDITIONAL FIXTURES MAY BE REQUIRED BASED UPON DESIGN BUILD ELECTRICALCONTRACTORS PHOTOMETRIC STUDY OF EGRESS PATH LIGHTING. LIGHTING LEVELS ANDREQUIRED FIXTURE COUNT IS THE SOLE RESPONSIBILITY OF THE DESIGN BUILD ELECTRICALCONTRACTOR.TEMPORARY LIGHTING THROUGHOUT CONSTRUCTION:ALL CONSTRUCTION AREAS INCLUDING HALLWAYS, INDIVIDUAL ROOMS AND SHOP/ WAREHOUSEAREAS SHALL BE PROVIDED WITH TEMPORARY LIGHTING EQUIVALENT TO 20 FOOTCANDLES.ALL FIXTURES SHALL UTILIZE ROUGH SERVICE LAMPS ONLY. Page 74 of 77 Ordinance #25-09 Page 1 of 3 STATE OF WISCONSIN VILLAGE OF JACKSON WASHINGTON COUNTY ORD INANCE #25-09 TO REZONE PARCEL V3_004000A IN THE VILLAGE OF JACKSON AND TO AMEND THE ZONING MAP OF THE VILLAGE OF JACKSON PURSUANT TO SECTION 48.34 OF THE MUNICIPAL CODE WH EREAS, the Village Board for the Village of Jackson adopted zoning regulations for the Village of Jackson and has amended such regulations from time to time; and WH EREAS, the zoning regulations, as amended, are codified as Chapter 48 of the Village of Jackson municipal code, which is titled “Zoning”; and WH EREAS, Center Main, LLC (hereafter property owner) owns the property at N168 W20788 Main Street (hereafter subject property), more particularly described as Parcel: V3_004000A; and WH EREAS, the property owner has submitted a zoning petition requesting the parcel be rezoned from Planned Unit Development District (PUD) to B-2 Downtown Business District; and WH EREAS, the proposed rezoning has been submitted to the Village of Jackson Plan Commission for report and recommendation; and WH EREAS, the Village of Jackson Plan Commission considered the matter at its meeting on July 17, 2025, and recommended approval; and WH EREAS, the Village Board conducted a public hearing on August 12, 2025; and WHE REAS, the Village Plan Commission has recommended to the Village Board that a permanent zoning classification of B-2 Downtown Business District be made; and of the recommendation of the Plan Commission, having determined that all procedural requirements and notice requirements have been satisfied, having given the matter due consideration, having determined that the zoning classification is consistent with the Village’s Comprehensive Plan, and having based its determination on the effect of granting of said zoning on the health, safety, and welfare for the community, and the immediate neighborhood in which said use will be located, and having given due consideration to the municipal problems involved, as well as the impact on the surrounding properties as to the noise, dust, smoke, odor and others, has hereby determined that the zoning classification will not violate the spirit or intent the zoning ordinance for the Village of Jackson, will not be hazardous, harmful, noxious, offensive or a nuisance by reason of noise, dust, smoke odor or other similar factors and will not for any other reason cause a substantial adverse effect on the property values and general desirability of the neighborhood as long as the development is conducted pursuant to the following conditions and is in strict compliance with the same. DRAFT Page 75 of 77 Ordinance #25-09 Page 2 of 3 NO W, THEREFORE BE IT RESOLVED, the Village of Jackson Village Board, Washington County Wisconsin ORDAINS AS FOLLOWS: Se ction 1. To amend the zoning designation of the subject property, as described above, and depicted as Parcel: V3_004000A on Exhibit A, attached hereto, from Planned Unit Development (PUD) to B-2 Downtown Business District, and to amend the zoning map of the Village of Jackson to incorporate the zoning of the subject property. Se ction 2. Effective Date This ordinance shall be in full force and effect from and after its passage and posting or publication as provided by law. The Village Clerk and Village Administrator are hereby authorized and directed to make all changes within the Village of Jackson Code of Ordinances necessary to reflect this Ordinance. Int roduced by: Seconded by: Vote: aye nay Passed and approved VI LLAGE OF JACKSON By: B rian J. Heckendorf, Village President Atte st: Jacqueline Schuh, Village Clerk Proof of Posting: I, t he undersigned, certify that I posted copies of this Ordinance on posting boards at the Jackson Municipal Complex, Post Office and one other location in the Village. Vi llage Official Date DRAFT Page 76 of 77 Ordinance #25-09 Page 3 of 3 DRAFT Page 77 of 77