Pabst Farms Joint Stormwater District Agenda Packet - 5:00 PM

878 878 877 876 876 871872873 874 875 876 877 871 872 873 874 875 876 877 SANSANSANSAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STM WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WAT STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STMSTM SANSAN 877 877 879 877 878877 WATWAT 872 873 874 872 872 873 874 875 876 878 878 SANSAN SANSAN WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WATWATWAT WATWAT WATWAT WATWATWATWATWATWAT STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM 878 877 878 878 879 878879 878 877 878 879 879 879 878 LEGEND (PROPOSED)SAWCUT LIMITSASPHALT ONLY REMOVAL AREACONCRETE REMOVAL AREACURB AND GUTTER REMOVAL PROJECT LIMITS. SAWCUTEXISTING ASPHALT TOCREATE A CLEAN ANDSTRAIGHT EDGE. PROJECT LIMITS.SAWCUT SIDEWALK ATTHE NEAREST JOINT. SHEET NO:JOB NO:DATE: REVISIONS:ADDENDUM 108/01/2025CB0502/02/2026 6 A B C D E 5 4 3 2 1 209 south water street, milwaukee, wisconsin 53204 2310 crossroads drive, suite 2000, madison, wisconsin 53718 1970 main street, suite 201, sarasota, florida 34236311 canyon wren drive, buda, texas 78610327 E 4th street, suite 204, waterloo, iowa 50703t 414 359 3060 t 608 240 9900 t 941 444 8845t 512 649 5627t 319 233 1163 7/14/2025BID SET© 2025 PLUNKETT RAYSICH ARCHITECTS, LLP240112-01NEW HEADQUARTERSBLUE RIBBON CIR N, OCONOMOWOC, WI 53066WIS-PAK C001SITE DEMOLITION PLAN 1" = 10' ON 30"X42" PROJECT LIMITS. SAWCUTEXISTING ASPHALT TOCREATE A CLEAN ANDSTRAIGHT EDGE. PROJECT LIMITS. SAWCUTEXISTING CURB AND GUTTERTO NEAREST JOINT. REMOVAL OF EXISTINGASPHALT BINDER IN THIS AREA REMOVAL OF EXISTINGCONCRETE PAVEMENT ANDSIDEWALK IN THIS AREA REMOVE EXISTING CURBAND GUTTER REFER TO SHEET C300 FORSTORM SEWER INFORMATION FoFoFoFo E WLWLWLWL WL WL WL WL WLWLWL 15 SPACES @ 9'X18'16 SPACES @ 9'X18'22 SPACES @ 9'X18' 9 STANDARD STALLS @ 9'X18' R15.0' R15.0' R2.5' R2.5' R5.0'R5.0' R5.0'R5.0' R5.0' R25.0' R25.0' R20.0'R3.5' R2.5' R10.0'R15.0'5 ADA STALLS @ 9'X18' R15.0'R2.5' 7 SPACES @ 9'X18' 24.0' 24.0' 24.0' 24.0' 24.0' 43.8' TO FACE59.9' TO FACE 341.1' TO FACE 5.0' 30.0' 5.0' 319.1' TO FACE 7.4'8.0' 7.0' 94.5' TO FACE 340.7' TO FACE 20.0'22.5' R2.5' R5.0' R5.0'R2.5' R5.0'R2.5' R5.0' 25.0' 9 SPACES @ 9'X18' 9 SPACES @ 9'X18'7 SPACES @ 9'X18' 4 SPACES@ 9'X18'4 SPACES@ 9'X18' Hearing Impaired TDD (800) 542-2289 PROPERTY BOUNDARYEASEMENTBUILDING SETBACK LINEPAVEMENT SETBACK LINEBUILDING FOOTPRINT18" CURB AND GUTTER18" REJECT CURB AND GUTTERASPHALT PAVEMENTCONCRETE PAVEMENTSTORM WATER MANAGEMENT FACILITY LEGEND (PROPOSED) PROPOSEDBUILDING12,350 SF±FFE = 880.00 (100'-0") BLUE RIBBON CIR NORTH PROJECT AREA FOR PHASE 2PARKING EXPANSION. SHEET NO:JOB NO:DATE: REVISIONS:ADDENDUM 108/01/2025CB0502/02/2026CITY SUBMITTAL03/31/2026 6 A B C D E 5 4 3 2 1 209 south water street, milwaukee, wisconsin 53204 2310 crossroads drive, suite 2000, madison, wisconsin 53718 1970 main street, suite 201, sarasota, florida 34236311 canyon wren drive, buda, texas 78610327 E 4th street, suite 204, waterloo, iowa 50703t 414 359 3060 t 608 240 9900 t 941 444 8845t 512 649 5627t 319 233 1163 7/14/2025BID SET© 2025 PLUNKETT RAYSICH ARCHITECTS, LLP240112-01NEW HEADQUARTERSBLUE RIBBON CIR N, OCONOMOWOC, WI 53066WIS-PAK C100SITE PLAN 1" = 30' ON 30"X42" DOUSMAN ROAD APPROXIMATE 75' SHORELANDSETBACK FROM WETLAND 15' PERMANENTELECTRIC EASEMENT ASSHOWN ON CSM 10302 7.5' ELECTRIC EASEMENTPER CSM 10302 7.5' ELECTRIC EASEMENTPER CSM 10302 5' X 12' ELECTRIC EASEMENTPER CSM 10302, RECORDEDAS DOCUMENT NO. 3428564 SITE INFORMATION BLOCK: SAWCUT EXISTING CURBHEAD DOWN FOR NEW ENTRY. TRASH ENCLOSURE.SEE SHEET A210 FOR DETAILS.SEE SHEET C401 FOR CONCRETEPAVEMENT SECTION STORMWATERMANAGEMENT STORMWATERMANAGEMENT SITE ADDRESS: UNASSIGNED - BLUE RIBBON CIR NORTH(LOT 1, CERTIFIED SURVEY MAP 10302)TAX KEY NO: OCOC 0635 999 013SITE ACREAGE: 252,472 SQ.FT. (5.80 AC)PROPOSED USE OF PROPERTY: OFFICE BUILDINGZONING: BP - BUSINESS PARKPRINCIPAL STRUCTURE SETBACKS:FRONT/STREET: 15 FEETREAR YARD: 20 FEETSIDE YARD: 20 FEETSHORELAND: 75 FEETPAVED SURFACE SETBACKS:REAR YARD: 5 FEETSIDE YARD: 3 FEETTOTAL NUMBER OF MINIMUM PARKING STALLS REQUIRED:1 PER 300 SQUARE FEET = 77 (22,961 GFA)TOTAL NUMBER OF PARKING STALLS PROPOSED: 107NUMBER OF STALLS DESIGNATED ACCESSIBLE: 5EXISTING IMPERVIOUS SURFACE AREA: 0 SQ.FT. (0.0 AC - 0%)EXISTING OPEN SPACE AREA: 252,472 SQ.FT. (5.80 AC - 100%)PROPOSED IMPERVIOUS SURFACE AREA: 61,367 SQ.FT. (1.41 AC - 24.3%)ROOFTOP: 12,350 SQ.FT.PAVED: 49,017 SQ.FT.PROPOSED OPEN SPACE AREA: 191,105 SQ.FT. (4.39 AC - 75.7%)MAXIMUM ALLOWABLE LOT COVERAGE: 75%PROPOSED LOT COVERAGE: 24.3% POTENTIAL FUTUREBUILDING EXPANSION OFFSITE WETLAND LIMITS GENERAL NOTES1.UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA ASSURVEYED BY WYSER ENGINEERING ON OCTOBER 30 AND NOVEMBER 4, 2024. WYSERENGINEERING SHALL NOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAYARISE AS A RESULT OF ERRONEOUS OR INCOMPLETE INFORMATION PROVIDED BY OTHERS.CONTRACTOR TO CONFIRM ALL ELEVATIONS, GENERAL DRAINAGE AND EARTHWORKREQUIREMENTS PRIOR TO CONSTRUCTION.2.REFER TO THE BOUNDARY, TOPOGRAPHIC, AND UTILITY SURVEY FOR BENCHMARK LOCATIONS.THE BENCHMARKS SHALL BE VALIDATED BY LICENSED LAND SURVEYOR PRIOR TOCONSTRUCTION. CONTRACTOR ASSUMES RISK ASSOCIATED WITH BENCHMARK ELEVATIONSUNTIL CONFIRMED.3.CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & TO WORK WITHINTHE RIGHT OF WAY 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 PUBLIC EASEMENTSHALL BE IN ACCORDANCE WITH CITY OF OCONOMOWOC STANDARD SPECIFICATIONS. SNOW STORAGEAREA SNOW STORAGEAREA SNOW STORAGEAREA SNOW STORAGEAREA END CURB CUT A MINIMUMOF 1-FOOT FROM THE EDGEOF EXISTING STORM INLET SAWCUT EXISTING ROADWAYIN CLEAN STRAIGHT LINESWHERE NEEDED FOR UTILITYCONSTRUCTION. REPLACE INKIND. ALL WORK TO BE INACCORDANCE WITH THE CITYOF OCONOMOWOC STANDARDSPECIFICATIONS. MONUMENT SIGN LOCATION.SHOWN FOR REFERENCE.REFER TO DETAIL BY OTHERS. STORM DRAINAGEEASEMENT PAD MOUNTED TRANSFORMERAND CONCRETE PAD FURNISHEDAND INSTALLED BY OTHERSFIRE DEPARTMENTCONNECTION LOCATION 4" WHITE PAVEMENTSTRIPING, TYP. CONCRETE SIDEWALK.5" CONCRETE OVER 4"AGGREGATE BASE SITE LIGHTING. SHOWN FORREFERENCE ONLY. FINAL POLELOCATIONS TO BE COORDINATEDWITH ELECTRICAL PLANS. SITE LIGHTING. SHOWN FORREFERENCE ONLY. FINAL POLELOCATIONS TO BE COORDINATEDWITH ELECTRICAL PLANS. 15 SPACES @ 9'X18' 16 SPACES @ 9'X18' 9 STANDARD STALLS @ 9'X18' R15.0' R2.5' R2.5' R5.0'R5.0' R5.0' R5.0' R5.0' 7.0' R100.0' R2.5' R10.0'R15.0' 7.4' 11.0'5.0' 5 ADA STALLS @ 9'X18' 11.0'5.4' 11.0' 11.0' 28.7' 11.0' 5.0' R3.0' 10.0'5.0' 10.0'5.0' EQ. EQ. EQ. EQ. ALIGN SIDEWALKCURVE MIDPOINT TOBEND IN BUILDING R15.0'R2.5' 7.0' 24.0' 24.0'R2.5' R5.0' R5.0'R2.5' R5.0'R2.5' R5.0' 25.0' 9 SPACES @ 9'X18' 9 SPACES @ 9'X18'7 SPACES @ 9'X18' 4 SPACES @ 9'X18' 4 SPACES @ 9'X18' PROPERTY BOUNDARYEASEMENTBUILDING SETBACK LINEPAVEMENT SETBACK LINEBUILDING FOOTPRINT18" CURB AND GUTTERASPHALT PAVEMENTCONCRETE PAVEMENTSTORM WATER MANAGEMENT FACILITY LEGEND (PROPOSED) PROPOSEDBUILDING12,350 SF±FFE = 880.00 (100'-0") STORMWATER MANAGEMENT SHEET NO:JOB NO:DATE: REVISIONS:ADDENDUM 108/01/2025CB0502/02/2026CITY SUBMITTAL03/31/2026 6 A B C D E 5 4 3 2 1 209 south water street, milwaukee, wisconsin 53204 2310 crossroads drive, suite 2000, madison, wisconsin 53718 1970 main street, suite 201, sarasota, florida 34236311 canyon wren drive, buda, texas 78610327 E 4th street, suite 204, waterloo, iowa 50703t 414 359 3060 t 608 240 9900 t 941 444 8845t 512 649 5627t 319 233 1163 7/14/2025BID SET© 2025 PLUNKETT RAYSICH ARCHITECTS, LLP240112-01NEW HEADQUARTERSBLUE RIBBON CIR N, OCONOMOWOC, WI 53066WIS-PAK C101SITE PLAN DETAIL 1" = 10' ON 30"X42" Hearing Impaired TDD (800) 542-2289 FUTUREADDITION 4" WHITE PAVEMENTSTRIPING, TYP. 18" STANDARD CURB ANDGUTTER, TYP. REFER TODETAIL ON C401. REFER TO DETAIL ON C401FOR PAVEMENT SECTIONINFORMATION, TYP. 1 - FORMS ANDSURFACES TWISTBIKE RACK. REFERTO DETAIL ON C401 ADA RAMP. REFER TODETAIL ON C401. PAD MOUNTED TRANSFORMERAND CONCRETE PAD FURNISHEDAND INSTALLED BY OTHERS 6' TAPER OF CURB HEADTO MATCH 4" THICKENEDEDGE SIDEWALK, TYP. 6' TAPER OF CURB HEADTO MATCH 4" THICKENEDEDGE SIDEWALK, TYP. 18" REJECT CURB ANDGUTTER, TYP. REFER TODETAIL ON C401. PROPOSED HYDRANT ASSEMBLY.REFER TO SHEET C300. VAN ADA STALL SIGN (4).REFER TO C401 FOR SIGNAND BASE DETAIL. PROPOSED HYDRANT ASSEMBLY.REFER TO SHEET C300. FIRE DEPARTMENTCONNECTION ANDELECTRIC/GAS METERLOCATION 4" THICKENED EDGESIDEWALK. REFER TOSHEET C401 FOR DETAIL. CONCRETE PAVEMENTSECTION. REFER TOSHEET C401. CONCRETE SIDEWALK.5" CONCRETE OVER 4"AGGREGATE BASE SITE LIGHTING. SHOWN FORREFERENCE ONLY. FINAL POLELOCATIONS TO BE COORDINATEDWITH ELECTRICAL PLANS. PROJECT AREA FOR PHASE 2PARKING EXPANSION. COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS FoFoFoFo STM COMM COMM COMM COMM COMM COMM COMM COMMCOMMCOMMCOMMCOMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM E EE E WAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT STMSTMSTMSTMSTMSTMSTMSTMSTMSTM SANSANSANSANSANSANSANSANSAN FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM STM STMSTMSTMSTMSTMSTMSTMSTM SANSANSANSANSANSANSANSAN WATWATWAT STMSTM STMSTM 879 879 878879 872873875 876877878 878 878 879 878 877 876 874873874875875876876877 876 876 870875878 878 880879880879 878 879879 879 871872873874875876877878 877 877 870870871872873 874 875876877 871872873874875876 871872873874875876877 871872873 874875876877 880 879 880 879 879 E 874 GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GASGASGASGASGASGASGASGASGASGASGAS 877 WLWLWLWL WL WL WL WL WLWLWL SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN STM STM STM STM STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTM STMSTMSTMSTMSTMSTM STMSTMSTM WATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT STM STM STM STM STM STM STM STM STM STM STMSTMSTMSTMSTMSTM 878 878 879 876 876 879 879 879 879 878877878877 879 878 878 WAT WAT WAT WAT WAT WAT WAT WATWAT STMSTMSTMSTM STM STM STM STM STM 878 878879 879879 878879 879 877 878 879 879878 879 875875876877878878 877876 879 879 879 878 878 877 877 877 877 878 878 878 878877 878877 877878 STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM877 872 872 872 872 873 874875876873 874 875876 876876 Hearing Impaired TDD (800) 542-2289 PROPERTY BOUNDARYEASEMENTBUILDING FOOTPRINT18" CURB AND GUTTER18" REJECT CURB AND GUTTERASPHALT PAVEMENTCONCRETE PAVEMENTPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED STORM SEWERSILT FENCEINLET PROTECTIONDITCH CHECK 877875STM PLACE RIPRAP OR CLASS III TURFREINFORCEMENT MATTING ATTHE STORM OUTLET. TYP. SEEDETAIL ON C402. BIORETENTION BASIN NO. 1.MINIMUM 3,800 SQUARE FEETTOTAL AT ELEVATION 872.0.SEE DETAIL. OVERFLOW WEIR WITH TURFREINFORCEMENT MATTING.SEE DETAIL ON C402. LEGEND (PROPOSED) BLUE RIBBON CIR NORTH SHEET NO:JOB NO:DATE: REVISIONS:ADDENDUM 108/01/2025CB0502/02/2026CITY SUBMITTAL03/31/2026 6 A B C D E 5 4 3 2 1 209 south water street, milwaukee, wisconsin 53204 2310 crossroads drive, suite 2000, madison, wisconsin 53718 1970 main street, suite 201, sarasota, florida 34236311 canyon wren drive, buda, texas 78610327 E 4th street, suite 204, waterloo, iowa 50703t 414 359 3060 t 608 240 9900 t 941 444 8845t 512 649 5627t 319 233 1163 7/14/2025BID SET© 2025 PLUNKETT RAYSICH ARCHITECTS, LLP240112-01NEW HEADQUARTERSBLUE RIBBON CIR N, OCONOMOWOC, WI 53066WIS-PAK C200GRADING & EROSION CONTROL PLAN 1" = 30' ON 30"X42" DOUSMAN ROAD PROPOSEDBUILDINGFFE = 880.00 (100'-0") FUTUREADDITION SILT FENCE PER WDNRTECHNICAL STANDARD 1056.REFER TO C400 FOR DETAIL 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. REFER TODETAIL ON C400. TYPE D INLET PROTECTION PERWDNR TECHNICAL STANDARD 1060,TYP. INSTALL AT ANY LOCATIONWHERE CONSTRUCTION RUNOFFDRAINS INTO THE STORM SEWERSYSTEM. REFER TO DETAIL 9/C400. TEMPORARY SOIL STOCKPILELOCATION. REFER TOCONSTRUCTION SITE EROSIONCONTROL NOTE NO. 20 CLASS I, URBAN EROSIONMATTING ON SIDE SLOPES, TYP.REFER TO CONSTRUCTION SITEEROSION CONTROLREQUIREMENTS NO. 27. CLASS I, URBAN EROSIONMATTING ON SIDE SLOPES, TYP.REFER TO CONSTRUCTION SITEEROSION CONTROLREQUIREMENTS NO. 27. CLASS I, URBAN EROSIONMATTING ON SIDE SLOPES, TYP.REFER TO CONSTRUCTION SITEEROSION CONTROLREQUIREMENTS NO. 27. 1.POST WDNR CERTIFICATE OF PERMIT COVERAGE AND MUNICIPAL EROSION CONTROL PERMITS ON SITE AND MAINTAIN UNTILCONSTRUCTION ACTIVITIES HAVE CEASED, THE SITE IS STABILIZED, AND A NOTICE OF TERMINATION IS FILED WITH WDNR.2.KEEP A COPY OF THE CURRENT EROSION CONTROL PLAN ON SITE THROUGHOUT THE DURATION OF THE PROJECT.3.ENGINEER / CITY OF OCONOMOWOC / WDNR HAS THE RIGHT TO REQUIRE CONTRACTOR TO IMPLEMENT ADDITIONALEROSION CONTROL MEASURES AS NECESSARY.CONTRACTOR MUST NOTIFY THE CITY OF GREENFIELD BUILDINGINSPECTOR TO SCHEDULE A MEETING A MINIMUM OF TWO (2) WORKING DAYS IN ADVANCE OF ANY SOILDISTURBANCE ACTIVITIES.4.SUBMIT PLAN REVISIONS OR AMENDMENTS TO THE WDNR 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 24 HOURSAFTER A RAINFALL EVENT OF 0.5 INCHES OR GREATER. KEEP INSPECTION REPORTS ON-SITE AND MAKE THEM AVAILABLE UPONREQUEST.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), MINIMIZE LAND-DISTURBINGCONSTRUCTION ACTIVITY ON SLOPES OF 20% OR MORE, MINIMIZE SOIL COMPACTION, AND PRESERVE TOPSOIL.8.REFER TO THE WDNR STORMWATER CONSTRUCTION AND POST-CONSTRUCITON TECHNICAL STANDARDS AThttps://dnr.wi.gov/topic/stormwater/standards/const_standards.html AND https://dnr.wisconsin.gov/topic/Stormwater/standards/postconst_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 TRACKING PADAND TIRE WASHING #1057 FOR ROCK CONSTRUCTION ENTRANCE(S).10.INSTALL TYPE D 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 PROTECTION FORCONSTRUCTION SITES #1060.11.CONTRACTOR TO PROVIDE SOLID LID OR METAL PLATE ON ALL OPEN MANHOLES DURING CONSTRUCTION TO MINIMIZESEDIMENT FROM ENTERING THE STORM SEWER SYSTEM. COMPLY WITH WDNR TECHNICAL STANDARD STORM DRAIN INLETPROTECTION FOR CONSTRUCTION SITES #1060.12.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.COMPLETE AND STABILIZE SEDIMENT BASINS/TRAPS OR WET PONDS PRIOR TO MASS LAND DISTURBANCE TO CONTROL RUNOFFDURING CONSTRUCTION. REMOVE SEDIMENT AS NEEDED TO MAINTAIN 3 FEET OF DEPTH TO THE OUTLET, AND PROPERLYDISPOSE OF SEDIMENT REMOVED DURING MAINTENANCE (REFER TO NR 528). CONSTRUCT AND MAINTAIN THE SEDIMENT BASINPER WDNR TECHNICAL STANDARD SEDIMENT BASIN #1064 AND SEDIMENT TRAP # 1063.16.CONSTRUCT AND PROTECT THE BIOINFILTRATION BASIN AND VEGETATION FROM RUNOFF AND SEDIMENT DURINGCONSTRUCTION. REFERENCE THE WDNR TECHNICAL STANDARD BIORETENTION FOR INFILTRATION # 1004.17.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.18.REPAIR BREAKS AND GAPS IN SILT FENCES AND BARRIERS IMMEDIATELY. REPLACE DECOMPOSING STRAW BALES (TYPICAL BALELIFE IS 3 MONTHS). LOCATE, INSTALL, AND MAINTAIN STRAW BALES PER WDNR TECHNICAL STANDARD DITCH CHECKS #1062.19.INSTALL AND MAINTAIN FILTER SOCKS IN ACCORDANCE WITH WDNR TECHNICAL STANDARD INTERIM MANUFACTUREDPERIMETER CONTROL AND SLOPE INTERRUPTION PRODUCTS # 1071.20.IMMEDIATELY STABILIZE STOCKPILES AND SURROUND STOCKPILES AS NEEDED WITH SILT FENCE OR OTHER PERIMETERCONTROL IF STOCKPILES WILL REMAIN INACTIVE FOR 7 DAYS OR LONGER.21.IMMEDIATELY STABILIZE ALL DISTURBED AREAS THAT WILL REMAIN INACTIVE FOR 14 DAYS OR LONGER. BETWEEN SEPTEMBER15 AND OCTOBER 15: STABILZE 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 APOLYMER AND DORMANT SEED MIX, AS APPROPRIATE FOR REGION AND SOIL TYPE.22.STABILIZE AREAS OF FINAL GRADING WITHIN 7 DAYS OF REACHING FINAL GRADE.23.SWEEP/CLEAN UP ALL SEDIMENT/TRASH THAT MOVES OFF-SITE DUE TO CONSTRUCTION ACTIVITY OR STORM EVENTSIMMEDIATELY AFTER IT OCCURS. SEPARATE SWEPT MATERIALS (SOILS AND TRASH) AND DISPOSE OF APPROPRIATELY.24.THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST PER WDNR TECHNICAL STANDARD DUST CONTROL ONCONSTRUCTION SITES # 1068.25.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.26.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).27.FOR NON-CHANNELIZED FLOW ON DISTURBED OR CONSTRUCTED SLOPES, PROVIDE CLASS I URBAN EROSION CONTROLMATTING. INSTALL AND MAINTAIN PER WDNR TECHNICAL STANDARD NON-CHANNEL EROSION MAT #1052.28.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 #1053.29.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 AREAS WITHKNOWN OR SUSPECTED SOIL AND/OR GROUNDWATER CONTAMINATION CAN BE FOUND ON WDNR'S BUREAU OF REMEDIATIONAND DEVELOPMENT RACKING SYSTEM (BRRTS) PUBLIC DATABASE AT: http://dnr.wi.gov/botw/30.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 BE REUSEDIN CONCRETE MIXING, EVAPORATED, OR DISPOSED OF AS WASTEWATER.31.PORTABLE TOILETS TO BE PLACED ON EARTHEN SURFACE OR, IF ON PAVEMENT, PROVIDE A DRIP PAN. DRAINAGE FROM AROUNDPORTABLE TOILETS SHALL NOT REACH STORM SEWER SYSTEMS. CONSTRUCTION SITE EROSION CONTROL REQUIREMENTS GENERAL NOTES1.UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA AS SURVEYED BY WYSERENGINEERING ON OCTOBER 30 AND NOVEMBER 4, 2024. WYSER ENGINEERING SHALL NOT BE HELD RESPONSIBLE FOR ANYERRORS OR OMISSIONS THAT MAY ARISE AS A RESULT OF ERRONEOUS OR INCOMPLETE INFORMATION PROVIDED BYOTHERS. CONTRACTOR TO CONFIRM ALL ELEVATIONS, GENERAL DRAINAGE AND EARTHWORK REQUIREMENTS PRIOR TOCONSTRUCTION.2.REFER TO THE BOUNDARY, TOPOGRAPHIC, AND UTILITY SURVEY FOR BENCHMARK LOCATIONS. THE BENCHMARKS SHALLBE VALIDATED BY LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RISK ASSOCIATED WITHBENCHMARK ELEVATIONS UNTIL CONFIRMED.3.CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & TO WORK WITHIN THE RIGHT OF WAY IFREQUIRED.4.WYSER ENGINEERING SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BY THE OWNER ORCONTRACTOR FROM THE APPROVED CONSTRUCTION PLANS THAT MAY RESULT IN DISCIPLINARY ACTIONS BY REGULATORYAGENCIES.5.IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME APPARENT, IT SHALL BE BROUGHT TO THEATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR.6.ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS AND PUBLIC EASEMENT SHALL BE INACCORDANCE WITH CITY OF OCONOMOWOC STANDARD SPECIFICATIONS. SILT FENCE PER WDNRTECHNICAL STANDARD 1056.REFER TO DETAIL BIORETENTION BASIN NO. 2MINIMUM 1,500 SQUARE FEETTOTAL AT ELEVATION 875.0.SEE DETAIL ON C402. OVERFLOW WEIR.SEE DETAIL on C402. PLACE RIPRAP OR CLASS III TURFREINFORCEMENT MATTING AT THESTORM OUTLET. TYP. SEE DETAILON C402. TYPE D INLET PROTECTION PER WDNRTECHNICAL STANDARD 1060, TYP.INSTALL AT ANY LOCATION WHERECONSTRUCTION RUNOFF DRAINS INTOTHE STORM SEWER SYSTEM. REFER TODETAIL ON C400. PLACE RIPRAP OR CLASS III TURFREINFORCEMENT MATTING AT THESTORM OUTLET. TYP. SEE DETAILON C402. PLACE RIPRAP OR CLASS III TURFREINFORCEMENT MATTING ATTHE STORM OUTLET. TYP. SEEDETAIL ON C402. INSTALL DITCH CHECK UPSTREAMOF PROPOSED STORM SEWERENDWALL TO PREVENT SEDIMENTFROM ENTERING SYSTEM DURINGCONSTRUCTION. REMOVE AFTERSITE STABILIZATION. STORM DRAINAGEEASEMENT PLACE RIPRAP OR CLASS III TURFREINFORCEMENT MATTING AT THESTORM OUTLET. TYP. SEE DETAILON C402. COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS FoFoFoFoFoFo GUY E E E E E E E E E E E E E E E E E E E E E E E E E COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM E E EE E E 879 879 878 879 872873875 876877878 878 878 879 878 877 876 874873874875875 876 876 877 876 876 878 880879 880879 878 877 877 870 870 871 872873 874 875876 877 871872873874 875876 871872873 874875 876877 871872873 874 875876877 E 874 GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS 877 SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN 2.0% 2.0% STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STMSTMSTMSTMSTMSTMSTMSTMSTM STMSTMSTMSTMSTM WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT 0.5% STMSTM 0.89% 2.0% 1.46% 2.0% 2.0%2.0% 2.0% 4.34%0.77% 1.20% 3.0% 2.0% 2.0% 2.0% 2.0%2.0% 1.31% 1.50% 2.0%0.96% 1.0% 2.0% 0.88% 2.44% 1.95% 2.14% 2.0% 1.45% 4.24% 0.75%0.72% 2.42% 2.0% STM STM STM STM STM STM STM STM STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTM 878 878 879 876 876 879 879 879 879 878877878877 879 878 878 0.92%0.92% WAT WAT WAT WAT WAT WAT WAT WAT WAT WATWAT WATWATWAT 4.29% STMSTMSTMSTMSTMSTMSTM STM STM STM STM STM STM STM STM 4.0% 3.10%4.0% 1.0% 2.0% 878 878 879 879 879 878879 877 878 879 879 875 875 876877878 878 877 876 879 879 2.0% 879 878 878.19 BC877.75 EP878.75 BC878.19 EP 877.16 FG 878.16 BC877.60 EP 879.48 SW 879.13 BC878.57 EP 879.46 SW879.13 EP 879.48 SW879.48 SW879.15 EP 879.37 SW879.04 EP 877.86 SW 879.20 BC878.64 EP 878.79 BC878.23 EP 877.52 BC877.08 EP 879.49 BC878.93 EP 877.75 FG 877.24 BC876.80 EP879.06 SW878.73 EP 880.00 FFE 880.00 FFE 878.98 SW878.98 EP 878.60 SW878.60 EP 879.92 EC 879.84 SW879.92 EC 879.92 EC879.85 FG879.84 SW 879.72 SW 879.84 SW879.72 SW 879.84 SW 879.62 SW 879.62 SW 879.12 SW878.79 EP879.26 SW 879.20 SW 877.56 FG879.31 BC878.75 EP 879.75 BC879.19 EP 878.54 BC877.98 EP 878.96 BC878.40 EP 877.95 FG877.60 FG 878.24 BC877.80 EP 877.18 FG878.90 BC878.34 EP 878.28 EC878.50 BC878.47 EC 877.90 EC 878.75 FG 879.59 EC 877.54 BC877.10 EP 878.84 BC878.28 EP 877.86 FG878.32 FG 879.12 SW 878.68 FG 877.88 FG 879.78 SW 878.90 SW879.00 SW 877.79 FG 878.38 SW878.15 EP 877.45 FG877.15 FG 877.14 FG 878.80 BC878.36 EP 879.19 BC878.75 EP 879.75 BC879.19 EP 879.36 BC878.80 EP 878.93 SW 878.83 SW 878.93 SW 878.83 SW 878.93 SW878.83 SW 878.52 SW878.52 EP878.69 SW 879.90 SW879.77 SW879.34 SW879.24 SW 878.93 SW878.83 SW 878.68 FG 877.75 LP876.01 LP 878.0 LP 879.88 SW 878.50 EC 878.50 EC 879.72 SW 879.72 SW879.24 SW879.24 SW879.33 SW879.33 SW 878.30 FG878.58 SW878.58 EP 878.35 BC877.91 EP 879.33 FG 879.33 FG879.33 FG 879.50 FG 879.33 FG879.33 FG879.33 FG 879.72 SW879.72 SW879.72 SW879.72 SW879.84 SW879.84 SW879.84 SW879.84 SW879.84 SW 880.00 FFE 879.92 EC 879.84 EC879.84 EC 880.00 EC879.90 SW879.90 SW879.33 FG879.33 FG879.33 FG880.00 FG879.85 FG 879.33 FG 879.33 FG 879.33 FG878.93 SW 878.83 SW 879.14 SW879.14 SW 879.37 SW879.57 SW879.57 SW879.37 SW878.10 EC878.18 EC878.18 EC 878.38 SW 878.92 BC878.36 EP878.28 EC878.06 EC 878.78 SW878.45 EP878.96 SW878.85 SW878.52 EP 877.24 SW876.91 EP 1.5% 2.0% 2.29%2.0%1.0% 0.6% 1.5% 1.5% 2.0% 0.6%2.0% 2.0% 878 877 877 877 877 878 878 878 878877 878877 877 878 STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM 877 878.52 EP 878.18 BC877.62 EP 878.73 BC878.17 EP 878.20 BC877.64 EP 877.23 FG 877.20 BC876.76 EP 876.79 BC876.35 EP 876.56 BC876.12 EP 876.91 BC876.47 EP876.99 FG 876.60 FG 877.06 FG 877.35 FG876.63 FG876.83 FG876.49 FG 876.60 FG 876.69 BC876.25 EP877.15 BC876.71 EP 877.38 SW 872 872 872 872 873 874 875 876873 874 875 876 876876 PROPERTY BOUNDARYEASEMENTBUILDING FOOTPRINT18" CURB AND GUTTER18" REJECT CURB AND GUTTERASPHALT PAVEMENTCONCRETE PAVEMENTPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED STORM SEWERSILT FENCEINLET PROTECTIONDITCH CHECKSPOT GRADEDRAINAGE GRADE BREAKDRAINAGE ARROW877.25 EP 878875STM 1.0% 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 LEGEND (PROPOSED) SHEET NO:JOB NO:DATE: REVISIONS:ADDENDUM 108/01/2025CB0502/02/2026CITY SUBMITTAL03/31/2026 6 A B C D E 5 4 3 2 1 209 south water street, milwaukee, wisconsin 53204 2310 crossroads drive, suite 2000, madison, wisconsin 53718 1970 main street, suite 201, sarasota, florida 34236311 canyon wren drive, buda, texas 78610327 E 4th street, suite 204, waterloo, iowa 50703t 414 359 3060 t 608 240 9900 t 941 444 8845t 512 649 5627t 319 233 1163 7/14/2025BID SET© 2025 PLUNKETT RAYSICH ARCHITECTS, LLP240112-01NEW HEADQUARTERSBLUE RIBBON CIR N, OCONOMOWOC, WI 53066WIS-PAK C201DETAIL GRADING PLAN 1" = 20' ON 30"X42" DOUSMAN ROAD PROPOSEDBUILDINGFFE = 880.00 (100'-0") FUTUREADDITIONGENERAL NOTES1.UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA ASSURVEYED BY WYSER ENGINEERING ON OCTOBER 30 AND NOVEMBER 4, 2024. WYSERENGINEERING SHALL NOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAYARISE AS A RESULT OF ERRONEOUS OR INCOMPLETE INFORMATION PROVIDED BY OTHERS.CONTRACTOR TO CONFIRM ALL ELEVATIONS, GENERAL DRAINAGE AND EARTHWORKREQUIREMENTS PRIOR TO CONSTRUCTION.2.REFER TO THE BOUNDARY, TOPOGRAPHIC, AND UTILITY SURVEY FOR BENCHMARK LOCATIONS.THE BENCHMARKS SHALL BE VALIDATED BY LICENSED LAND SURVEYOR PRIOR TOCONSTRUCTION. CONTRACTOR ASSUMES RISK ASSOCIATED WITH BENCHMARK ELEVATIONSUNTIL CONFIRMED.3.CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & TO WORK WITHINTHE RIGHT OF WAY 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 PUBLIC EASEMENTSHALL BE IN ACCORDANCE WITH CITY OF OCONOMOWOC STANDARD SPECIFICATIONS. BIORETENTION BASIN NO. 1SEE DETAIL ON C402.BASIN SHAPE TO MEET FORM OFPEPSI LOGO. REFER TO LANDSCAPEPLAN FOR PLANTING AREAS. BIORETENTION BASIN NO. 2SEE DETAIL ON C402. STORM DRAINAGEEASEMENT COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS FoFoFoFo STM COMM COMM COMM COMM COMM COMM COMM COMMCOMMCOMMCOMMCOMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM E EE E WAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT STMSTMSTMSTMSTMSTMSTMSTMSTMSTM SANSANSANSANSANSANSANSANSAN FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM STM STMSTMSTMSTMSTMSTMSTMSTM SANSANSANSANSANSANSANSAN WATWATWAT STMSTM STMSTM E EXISTING 2 STORYMASONRY BUILDING GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GASGASGASGASGASGASGASGASGASGASGAS WLWLWLWL WL WL WL WL WLWLWL SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN STM STM STM STM STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTM STMSTMSTMSTMSTMSTM STMSTMSTM WATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT STM STM STM STM STM STM STM STM STM STM STMSTMSTMSTMSTMSTMWAT WAT WAT WAT WAT WAT WAT WATWAT STMSTMSTMSTM STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STORMWATERMANAGEMENT WARNING: ULO REQUIRED. 4" WEENERGIES GAS MAIN CROSSING IN THISAREA PER RECORDS. CONTRACTOR TOCOORDINATE RELOCATION OFEXISTING UTILITIES AS NEEDED TOALLOW FOR NEW PIPE AT THE DESIGNELEVATION. SHEET NO:JOB NO:DATE: REVISIONS:ADDENDUM 108/01/2025CB0502/02/2026 6 A B C D E 5 4 3 2 1 209 south water street, milwaukee, wisconsin 53204 2310 crossroads drive, suite 2000, madison, wisconsin 53718 1970 main street, suite 201, sarasota, florida 34236311 canyon wren drive, buda, texas 78610327 E 4th street, suite 204, waterloo, iowa 50703t 414 359 3060 t 608 240 9900 t 941 444 8845t 512 649 5627t 319 233 1163 7/14/2025BID SET© 2025 PLUNKETT RAYSICH ARCHITECTS, LLP240112-01NEW HEADQUARTERSBLUE RIBBON CIR N, OCONOMOWOC, WI 53066WIS-PAK C300SITE UTILITY PLAN 1" = 30' ON 30"X42" PROPERTY BOUNDARYEASEMENTBUILDING FOOTPRINT18" CURB AND GUTTERASPHALT PAVEMENTCONCRETE PAVEMENTWATER MAINSANITARY SEWERSTORM SEWERSTORMWATER MANAGEMENT FACILITY LEGEND (PROPOSED) WATWATWATSANSANSANSTMSTMSTM BLUE RIBBON CIR NORTH DOUSMAN ROAD PROPOSEDBUILDINGFFE = 880.00 (100'-0") CONNECTION INTO SANITARY SEWER MAIN 149 LFFROM DOWNSTREAM MANHOLE PER CITY OFOCONOMOWOC REQUIREMENTS.I.E. (EX. 12" RCP MAIN)= 863.68±I.E. (6" PVC) = 867.00CONTRACTOR TO VERIFY LOCATION, DEPTH ANDSIZE AND REPORT ANY DISCREPANCIES TOENGINEER FOR REDESIGN AS REQUIRED. 48" DIAMETER SANITARYSEWER SAMPLINGMANHOLE. SEE DETAIL.RIM = 878.50SE I.E. = 870.73NW I.E. = 870.83 359 LF OF 6" SDR 26 PVC SANITARYSEWER @ 1.04%. SEWER IS PRIVATEAND SHALL BE MAINTAINED BYTHE OWNER AT THEIR EXPENSE. SANITARY BUILDINGCONNECTION LOCATIONI.E. = 873.53 (ARCH 93'-6")COORDINATE WITHINTERIOR PLUMBING PLANS. 6" C900 PVC WATER BUILDINGCONNECTION LOCATION.COORDINATE WITH INTERIORPLUMBING PLANS. NEW 6" BUILDING SERVICE CONNECTIONINTO EXISTING 12" WATER MAIN. 12"X6"TEE WITH SOLID SLEEVE PER CITY OFOCONOMOWOC REQUIREMENTS.CONTRACTOR TO VERIFY LOCATION ANDSIZE PRIOR TO CONSTRUCTION. CONTACTTHE ENGINEER FOR REDESIGN IF THERE ISANY DISCREPANCY. 597 LF OF 6" C900 PVC PRIVATE WATER MAIN. MINIMUM 6.5' BURY. PRIVATE MAIN SHALLBE MAINTAINED BY OWNER. PROVIDE 4" THICK INSULATION OVERWATER MAIN AT STORM AND SANITARYSEWER CROSSINGS AND OVERSANITARY IN THE AREA SHOWN.INSTALL FULL WIDTH INSULATIONBOARD CENTERED OVER WATER MAINFOR A MINIMUM LENGTH OF 8 FEET. PIPE CROSSING.6" SANITARY TOP OF PIPE = 867.6210" SANITARY FORCE MAIN INVERTUNKNOWN. STORM BUILDINGCONNECTION LOCATIONI.E. = 874.45 (ARCH 94'-5")COORDINATE WITHINTERIOR PLUMBING PLANS. PROPOSED HYDRANT ASSEMBLY PERCITY OF OCONOMOWOC STANDARDSPECIFICATIONS. (WATEROUS WB-67PACER, PAINTED PENNSBURRY PAINTNO. 9032, SAFETY YELLOW). PRIVATEHYDRANT TO MAINTAIN A 5' CLEARZONE FOR OPERATION. CLEANOUT AT DISTANCE NOT TOEXCEED 100' FROM NEARESTCLEANOUT OR MANHOLE. TYPICAL TOTHIS LINE. INSTALL NEENAHR-1976-2005 CASTING AND LID, WITHCONCEALED PICKHOLE AND GASKET. 22.5°BEND 273 LF OF 6" SDR 26 PVC SANITARYSEWER @ 1.04% SEWER IS PRIVATEAND SHALL BE MAINTAINED BY THEOWNER AT THEIR EXPENSE. FUTUREADDITION 45°BEND (2).PROVIDE CLEANOUTAT BEND 6X6 TEE 45°BEND (2) 22.5°BEND 22.5°BEND PIPE CROSSING.6" SANITARY TOP OF PIPE = 867.6642" STORM BOTTOM OF PIPE = 871.32 PIPE CROSSING.SURFACE ELEVATION = 878.456" WATER SERVICE TOP OF PIPE = 871.9510" SANITARY FORCE MAIN INVERTUNKNOWN. PIPE CROSSING. SURFACE ELEVATION = 878.406" WATER SERVICE TOP OF PIPE = 869.8542" STORM BOTTOM OF PIPE = 871.35PROVIDE SERVICE OFFSET FROM STORM PIPE.SEE DETAIL. PIPE CROSSING.6" WATER SERVICE TOP OF PIPE = 871.9512" SANITARY MAIN TOP OF PIPE = 864.68 PROVIDE 4" THICK INSULATIONOVER WATER MAIN AT STORM ANDSANITARY SEWER CROSSINGS.INSTALL FULL WIDTH INSULATIONBOARD CENTERED OVER WATERMAIN FOR A MINIMUM LENGTH OF8 FEET. STORMWATERMANAGEMENT P - 1STM AESNO. 1 STM INLNO. 2 STM AESNO. 3P - 2P - 3 P - 4 P - 5 P - 6 STM MHNO. 4 STM INLNO. 5 STM INLNO. 6 STM INLNO. 7 STM INLNO. 8STM AESNO. 10 STM INLNO. 11 STM AESNO. 12STM INLNO. 13 STM AESNO. 100 RD - 100 P - 10 P - 11 P - 12STM AESNO. 14 STM AESNO. 15 GENERAL NOTES1.UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA AS SURVEYED BY WYSERENGINEERING ON OCTOBER 30 AND NOVEMBER 4, 2024. WYSER ENGINEERING SHALL NOT BE HELD RESPONSIBLE FORANY ERRORS OR OMISSIONS THAT MAY ARISE AS A RESULT OF ERRONEOUS OR INCOMPLETE INFORMATION PROVIDEDBY OTHERS. CONTRACTOR TO CONFIRM ALL ELEVATIONS, GENERAL DRAINAGE AND EARTHWORK REQUIREMENTSPRIOR TO CONSTRUCTION.2.REFER TO THE BOUNDARY, TOPOGRAPHIC, AND UTILITY SURVEY FOR BENCHMARK LOCATIONS. THE BENCHMARKSSHALL BE VALIDATED BY LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RISKASSOCIATED WITH BENCHMARK ELEVATIONS UNTIL CONFIRMED.3.CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & TO WORK WITHIN THE RIGHT OF WAY IFREQUIRED.4.WYSER ENGINEERING SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BY THE OWNER ORCONTRACTOR FROM THE APPROVED CONSTRUCTION PLANS THAT MAY RESULT IN DISCIPLINARY ACTIONS BYREGULATORY AGENCIES.5.IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME APPARENT, IT SHALL BE BROUGHT TOTHE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR.6.ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS AND PUBLIC EASEMENT SHALL BE INACCORDANCE WITH CITY OF OCONOMOWOC STANDARD SPECIFICATIONS.UTILITY NOTES1.DIMENSIONS TAKE PRECEDENCE OVER SCALE. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD.2.LENGTHS OF ALL UTILITIES ARE TO CENTER OF STRUCTURES OR FITTINGS AND MAY VARY SLIGHTLY FROM PLAN.LENGTHS SHALL BE VERIFIED IN THE FIELD DURING CONSTRUCTION.3.CONTRACTOR SHALL VERIFY ALL ELEVATIONS, LOCATIONS, AND SIZES OF SANITARY, WATER AND STORM LATERALSAND CHECK ALL UTILITY CROSSINGS FOR CONFLICTS.4.THE PROPOSED IMPROVEMENTS MUST BE CONSTRUCTED IN ACCORDANCE WITH ENGINEERING PLANS DESIGNED TOMEET ORDINANCES AND REQUIREMENTS OF THE MUNICIPALITY AND WISDOT, WISDSPS, AND WDNR.5.PRIOR TO CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR:·EXAMINING ALL SITES CONDITIONS RELATIVE TO THE CONDITIONS INDICATED ON THE ENGINEERING DRAWINGS.ANY DISCREPANCIES ARE TO BE REPORTED TO THE ENGINEER AND RESOLVED PRIOR TO THE START OFCONSTRUCTION.·OBTAINING ALL PERMITS INCLUDING PERMIT COSTS, TAP FEES, METER DEPOSITS, BONDS, AND ALL OTHER FEESREQUIRED FOR PROPOSED WORK TO OBTAIN OCCUPANCY.·VERIFYING UTILITY ELEVATIONS AND NOTIFYING ENGINEER OF ANY DISCREPANCY. NO WORK SHALL BEPERFORMED UNTIL THE DISCREPANCY IS RESOLVED.·NOTIFYING ALL UTILITIES PRIOR TO THE INSTALLATION OF ANY UNDERGROUND IMPROVEMENTS.·NOTIFYING THE DESIGN ENGINEER AND MUNICIPALITY 48 HOURS PRIOR TO THE START OF CONSTRUCTION TOARRANGE FOR APPROPRIATE CONSTRUCTION OBSERVATION.9.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE ENGINEER WITH AS-BUILT CONDITIONS OF THE DESIGNATEDIMPROVEMENTS IN ORDER THAT THE APPROPRIATE DRAWINGS CAN BE PREPARED, IF REQUIRED. ANY CHANGES TOTHE DRAWINGS OR ADDITIONAL ITEMS MUST BE REPORTED TO THE ENGINEER AS WORK PROGRESSES.10.ANY SANITARY SEWER , SANITARY SEWER SERVICES, WATER MAIN, WATER SERVICES, STORM SEWER, OR OTHERUTILITIES, WHICH ARE DAMAGED BY THE CONTRACTORS, SHALL BE REPAIRED TO THE OWNER'S SATISFACTION ATTHE CONTRACTOR'S EXPENSE. NO BLASTING IS ALLOWED WITHIN 30 FEET OF EXISTING UTILITIES.11.ALL PRIVATE INTERCEPTOR WATER MAIN AND WATER SERVICES SHALL BE INSTALLED WITH A 6.5' MINIMUM BURY.PROVIDE INSULATION ABOVE PIPES WITH LESS THAN 5' OF GROUND COVER.12.BEDDING IN WATER MAIN TRENCHES SHALL BE SAND PER STANDARD SPECIFICATIONS FOR SEWER AND WATERCONSTRUCTION IN WISCONSIN (SWS), LATEST EDITION, 8.43.2 TABLE 35. BACKFILL SHALL BE AGGREGATE SLURRYPER SWS 8.43.8. ALL UTILITY TRENCH BACKFILL SHALL BE COMPACTED PER SPECIFICATIONS.13.BEDDING IN SANITARY SEWER TRENCHES SHALL BE LIMESTONE CHIPS PER SWS 8.43.2. BACKFILL SHALL BEAGGREGATE SLURRY PER SWS 8.43.8. ALL UTILITY TRENCH BACKFILL SHALL BE COMPACTED PER SPECIFICATIONS.14.ALL PAVEMENT PATCHING SHALL COMPLY WITH THE CITY OF OCONOMOWOC STANDARD SPECIFICATIONS.ADDITIONAL PAVEMENT MILLING AND OVERLAY MAY BE REQUIRED BY PERMIT.15.CONTRACTOR SHALL NOTIFY OCONOMOWOC UTILITIES A MINIMUM OF 72 HOURS BEFORE CONNECTING TO PUBLICUTILITIES.16.ALL NON-METALLIC BUILDING SEWER AND WATER SERVICES MUST BE ACCOMPANIED BY MEANS OF LOCATINGUNDERGROUND PIPE. TRACER WIRE VALVE BOXES SHALL BE INSTALLED ON ALL LATERALS AND AS INDICATED ONTHESE PLANS.17.ALL EXTERIOR CLEANOUTS SHALL BE PROVIDED WITH A FROST SLEEVE IN ACCORDANCE WITH SPS 382.34(5)(a)b ANDSPS 384.30(2)(c).18.ALL PRIVATE PLUMBING MATERIALS SHALL CONFORM TO SPS 384.30.19.ALL PRIVATE PIPE JOINTS SHALL BE INSTALLED PER SPS 384.40.20.ALL PRIVATE WATER PIPE, INCLUDING DEPTH AND SEPARATION REQUIREMENTS, SHALL BE IN ACCORDANCE WITHSPS 382.40(8).21.SANITARY SEWER MAIN PRESSURE TEST SHALL BE COMPLETED IN ACCORDANCE WITH SWS 3.7.3; GO-NO-GO TESTSHALL BE COMPLETED IN ACCORDANCE WITH SWS 3.2.6(i)(4).22.THE CONTRACTOR SHALL ALLOW 10 WORKING DAYS FOR THE CONSTRUCTION OF GAS MAINS WHEN SCHEDULINGTHE WORK AND SHALL NOT RESTRICT ACCESS TO THE GAS MAIN CONTRACTOR OR OTHER UTILITY COMPANIES.23.INLET CASTINGS SHALL BE SET TO GRADE PRIOR TO AND SEPARATE FROM THE POURING OF THE CONCRETE CURBAND GUTTER. IS IS REQUIRED THAT THREE FEET OF CONCRETE CURB AND GUTTER ON EACH SIDE OF THE INLETSHALL BE POURED BY HAND, NOT THROUGH THE USE OF A CURB MACHINE. THE INLET CASTING SHALL BE SET TOGRADE ON A BED OF MORTAR WHICH SHALL BE A MINIMUM OF TWO INCHES THICK. THE INLET SHALL BE PLACED ONTHE MORTAR BED AND SHALL BE ADJUSTED TO GRADE BY APPLYING DIRECT PRESSURE TO THE CASTING. ONCE THECASTING ADJUSTMENT IS COMPLETE, THREE FEET OF CURB AND GUTTER ON EACH SIDE OF THE CASTING SHALL BEPOURED BY HAND.24.CONTRACTOR SHALL VERIFY AND COORDINATE ALL UTILITY CONNECTIONS WITH THE BUILDING PRIOR TOCONSTRUCTION.25.THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO AS TO BE IN CONFORMANCE WITH THE CITY EROSIONCONTROL AND STORMWATER ORDINANCE, AND DNR ADMINISTRATIVE RULE NR 216 AT ALL TIMES. STORM DRAINAGEEASEMENT 8.0', TYP. 6" SERVICE VALVE. WATER MAIN BEYONDSERVICE VALVE TO BE PRIVATE ANDMAINTAINED BY OWNER. PAD MOUNTED TRANSFORMERAND CONCRETE PAD FURNISHEDAND INSTALLED BY OTHERS.COORDINATE FINAL LOCATIONWITH OWNER AND ARCHITECT. PROPOSED HYDRANT ASSEMBLY PERCITY OF OCONOMOWOC STANDARDSPECIFICATIONS. (WATEROUS WB-67PACER, PAINTED PENNSBURRY PAINTNO. 9032, SAFETY YELLOW). PRIVATEHYDRANT TO MAINTAIN A 5' CLEARZONE FOR OPERATION.6X6 TEE6" HYDRANT GATE VALVEW/ VALVE BOX ADAPTOR30 LF OF 6" C900 PVCHYDRANT LEAD.6" HYDRANT GATE VALVEW/ VALVE BOX ADAPTOR6" GATE VALVEW/ VALVE BOXADAPTOR112 LF OF 6" C900 PVC STM AESNO. 101 STORM BUILDINGCONNECTION LOCATIONI.E. = 874.77 (ARCH 94'-9")COORDINATE WITHINTERIOR PLUMBING PLANS. RD - 101 SITE LIGHTING. SHOWN FORREFERENCE ONLY. FINAL POLELOCATIONS TO BE COORDINATEDWITH ELECTRICAL PLANS ANDSITE UTILITIES. 47 LF OF 6" DUCTILE IRON WATER MAINWITHIN RIGHT-OF-WAY. WATER MAINBEYOND SERVICE VALVE TO BE PRIVATEAND MAINTAINED BY OWNER. PROVIDE 4" THICK INSULATION OVERSANITARY SEWER AT STORMCROSSING. INSTALL FULL WIDTHINSULATION BOARD CENTERED OVERSANITARY SEWER FOR A MINIMUMLENGTH OF 8 FEET. PIPE CROSSING.6" SANITARY TOP OF PIPE = 872.6312" STORM BOTTOM OF PIPE = 873.86 PIPE CROSSING.6" SANITARY BOTTOM OFPIPE = 872.08. MAINTAIN MIN.18" SEPARATION TO WATER. PIPE CROSSING.6" SANITARY BOTTOM OF PIPE = 873.33.MAINTAIN MIN. 18" SEPARATION TO WATER.INSTALL INSULATION AT CROSSING. SANITARY 08/28/2025 STM AESNO. 16 P - 13STM INLNO. 17 STM INLNO. 18 P - 14 COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS FoFoFoFo STM COMM COMM COMM COMM COMM COMM COMM COMMCOMMCOMMCOMMCOMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM E EE E WAT WAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT STMSTMSTMSTMSTMSTMSTMSTMSTMSTM SANSANSANSANSANSANSANSANSAN FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM STM STMSTMSTMSTMSTMSTMSTMSTM SANSANSANSANSANSANSANSAN WATWATWAT STMSTM STMSTM WAT E GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GASGASGASGASGASGASGASGASGASGASGAS WLWLWLWL WL WL WL WL WLWLWL Western Lakes Aerial Fire Western Lakes Aerial Fire PROPERTY BOUNDARYEASEMENTBUILDING FOOTPRINT18" CURB AND GUTTERASPHALT PAVEMENTCONCRETE PAVEMENTHOSE LAY LENGTH LEGEND (PROPOSED) BLUE RIBBON CIR NORTH SHEET NO:JOB NO:DATE: REVISIONS:ADDENDUM 108/01/2025CB0502/02/2026 6 A B C D E 5 4 3 2 1 209 south water street, milwaukee, wisconsin 53204 2310 crossroads drive, suite 2000, madison, wisconsin 53718 1970 main street, suite 201, sarasota, florida 34236311 canyon wren drive, buda, texas 78610327 E 4th street, suite 204, waterloo, iowa 50703t 414 359 3060 t 608 240 9900 t 941 444 8845t 512 649 5627t 319 233 1163 7/14/2025BID SET© 2025 PLUNKETT RAYSICH ARCHITECTS, LLP240112-01NEW HEADQUARTERSBLUE RIBBON CIR N, OCONOMOWOC, WI 53066WIS-PAK C301FIRE APPARATUS PLAN 1" = 30' ON 30"X42" DOUSMAN ROAD PROPOSEDBUILDINGFFE = 879.0 FUTUREADDITION GENERAL NOTES1.UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA AS SURVEYED BY WYSERENGINEERING ON OCTOBER 30 AND NOVEMBER 4, 2024. WYSER ENGINEERING SHALL NOT BE HELD RESPONSIBLE FOR ANYERRORS OR OMISSIONS THAT MAY ARISE AS A RESULT OF ERRONEOUS OR INCOMPLETE INFORMATION PROVIDED BYOTHERS. CONTRACTOR TO CONFIRM ALL ELEVATIONS, GENERAL DRAINAGE AND EARTHWORK REQUIREMENTS PRIOR TOCONSTRUCTION.2.REFER TO THE BOUNDARY, TOPOGRAPHIC, AND UTILITY SURVEY FOR BENCHMARK LOCATIONS. THE BENCHMARKS SHALLBE VALIDATED BY LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RISK ASSOCIATED WITHBENCHMARK ELEVATIONS UNTIL CONFIRMED.3.CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & TO WORK WITHIN THE RIGHT OF WAY IFREQUIRED.4.WYSER ENGINEERING SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BY THE OWNER ORCONTRACTOR FROM THE APPROVED CONSTRUCTION PLANS THAT MAY RESULT IN DISCIPLINARY ACTIONS BY REGULATORYAGENCIES.5.IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME APPARENT, IT SHALL BE BROUGHT TO THEATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR.6.ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS AND PUBLIC EASEMENT SHALL BE INACCORDANCE WITH CITY OF OCONOMOWOC STANDARD SPECIFICATIONS. EXISTING HYDRANTSOUTH OF SITE PROPOSED PRIVATEHYDRANT EXISTING HYDRANTEAST OF SITE PROPOSED PRIVATEHYDRANT 300' HOSE LENGTHFROM PRIVATEHYDRANT 300' HOSE LENGTHFROM PRIVATEHYDRANT FIRE LANEFIRE LANE PROPOSED FIREDEPARTMENTCONNECTION 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 INSET NOTES:1.DETAIL BASED ON WDNR TECHNICAL STANDARD 1060. ANY VARIATIONS FROMTHAT STANDARD IS UNINTENDED AND SHOULD NOT BE USED.2.TAPER BOTTOM OF BAG TO MAINTAIN 8" OF CLEARANCE BETWEEN THE BAG ANDTHE STRUCTURE, MEASURED FROM THE BOTTOM OF THE OVERFLOW OPENINGSTO THE STRUCTURE WALL.3.THE RIGID FRAME SHALL BE CONSTRUCTED OF GALVANIZED STEEL AND HAVEADEQUATE STRENGTH TO SUPPORT THE WEIGHT OF THE SEDIMENT BAG WHENCOMPLETELY FULL.4.THE RIGID FRAME SHALL NOT INTERFERE WITH OR ELEVATE THE GRATE MORETHAN 1/8".5.DROP THE INLET FILTER THOUGH THE CLEAR OPENING SUCH THAT THE HANGERSREST FIRMLY ON THE LIP OF THE STRUCTURE.TYPE D-RF INLET PROTECTION CURB BACKEXTENSION FORINLETS WITHCURB BOXES MAINTENANCE NOTES:1.WHEN REMOVING OR MAINTAINING INLET PROTECTION, CARS SHALL BE TAKENSO THAT THE SEDIMENT TRAPPED IN THE FABRIC DOES NOT FALL INTO THESTRUCTURE. MATERIAL THAT HAS FALLEN INTO THE STRUCTURE SHALL BEIMMEDIATELY REMOVED. REPLACEABLEFILTER BAG (22"MIN. TOTAL DEPTH)DUAL FABRIC BAGSSHALL BE STITCHEDTOGETHER.12" MIN. LENGTH AND WIDTHDIMENSIONS SHALL BE PERINLET TYPE SPECIFIED ON PLANHANGERS (SEE NOTE #5) AVAILABLE OVERFLOW DEPTHRIGID FRAME (SEE NOTES #2 AND #3)TYPE FF GEOTEXTILE FABRICNON-WOVEN INNER BAG LINER(COVERING LOWER HALF OF BAG) CAN BE INSTALLED IN INLETSWITH OR WITHOUT CURB BOXES SHEET NO:JOB NO:DATE: REVISIONS:ADDENDUM 108/01/2025CB0502/02/2026 6 A B C D E 5 4 3 2 1 209 south water street, milwaukee, wisconsin 53204 2310 crossroads drive, suite 2000, madison, wisconsin 53718 1970 main street, suite 201, sarasota, florida 34236311 canyon wren drive, buda, texas 78610327 E 4th street, suite 204, waterloo, iowa 50703t 414 359 3060 t 608 240 9900 t 941 444 8845t 512 649 5627t 319 233 1163 7/14/2025BID SET© 2025 PLUNKETT RAYSICH ARCHITECTS, LLP240112-01NEW HEADQUARTERSBLUE RIBBON CIR N, OCONOMOWOC, WI 53066WIS-PAK C400DETAILS - EROSION CONTROL 6" CURB & GUTTER BUMP OUTPAVEMENTPLACE CONCRETE COLLAR ONREAR FACE (HOLD 2" BELOWTOP OF CASTING) PLACE CONCRETE COLLAR ONREAR FACE (HOLD 2" BELOWTOP OF CASTING)CURB INLET FRAME AND CURBBOX - REFER TO SHEET C300. EXPANSION JOINT18" CONCRETECURB AND GUTTER6" MIN. 5.0' TRANSITIONINLET FRAMEWIDTH (+) 8"5.0' TRANSITION NOTE: CURB CONTRACTOR TO VERIFY POSITION AND ELEVATION OF FRAME ANDGRATE PRIOR TO POUR. IF NOT CORRECT, FIVE (5) FOOT TRANSITION AREA TO BELEFT UNPOURED UNTIL SITUATION IS CORRECTED BY CONTRACTOR.CURB AND GUTTER BUMP OUT AT INLET CONCRETE SIDEWALK1.5% CROSS SLOPE PITCH SUBGRADE TO DRAIN4" MIN. CRUSHED AGGREGATE BASE COURSE 4" 6" VARIESADJACENT BITUMINOUSSURFACE. REFER TOPAVEMENT SECTIONINFORMATION DETAIL. THICKENED EDGE SIDEWALK 12 1'1'-6"6" 1'-1"12"6"R212" R3"712"6" MIN18" C&G STANDARDSECTION 12 1'1'-6"6" 1'-1"12"6"R212" R318" 612"6" MIN18" C&G REJECTSECTION1DENSE GRADED BASE 1-1/4" (TYP.), SHALL BE PROVIDED 18" BEYONDTHE BACK OF CURB2COMPACTED SUB BASE CURB AND GUTTER 7" *CONCRETE SPECIFICATIONS:MINIMUM COMPRESSIVE STRENGTHAT 28 DAYS SHALL BE 3,000 PSI (5.5BAG MIX), AIR-ENTRAINED (7%±1.5%), 4-INCH SUMP OR LESS ,MAXIMUM 20% CEMENTREPLACEMENT WITH ADMIXTURES. SITE SIGNAGE STOP30" X 30"*12" X 18" 12" X 6" SHEET NO:JOB NO:DATE: REVISIONS:ADDENDUM 108/01/2025CB0502/02/2026 6 A B C D E 5 4 3 2 1 209 south water street, milwaukee, wisconsin 53204 2310 crossroads drive, suite 2000, madison, wisconsin 53718 1970 main street, suite 201, sarasota, florida 34236311 canyon wren drive, buda, texas 78610327 E 4th street, suite 204, waterloo, iowa 50703t 414 359 3060 t 608 240 9900 t 941 444 8845t 512 649 5627t 319 233 1163 7/14/2025BID SET© 2025 PLUNKETT RAYSICH ARCHITECTS, LLP240112-01NEW HEADQUARTERSBLUE RIBBON CIR N, OCONOMOWOC, WI 53066WIS-PAK C401DETAILS - SITE IMPROVEMENTS MATERIALTHICKNESSSPECIFICATIONBITUMINOUS UPPER LAYER1.75"SECTION 460, TABLE 460-1BITUMINOUS LOWER LAYER2.25"SECTION 460, TABLE 460-1DENSE GRADED BASE12.0"SECTION 301 AND 305, 3" AND 1.25"TOTAL THICKNESS16.0" PAVEMENT SECTIONS 1.SPECIFICATIONS BASED ON GEOTECHNICAL REPORT AS PREPARED BY CGC, INC., DATEDDECEMBER 5, 2024. IF ANY DISCREPANCY BETWEEN THIS DETAIL AND THEGEOTECHNICAL REPORT IS FOUND, THE GEOTECHNICAL REPORT HOLDS.2.WISCONSIN DOT STANDARD SPECIFICATIONS FOR HIGHWAY AND STRUCTURECONSTRUCTION, LATEST EDITION, INCLUDING SUPPLEMENTAL SPECIFICATIONS, ANDWISCONSIN ASPHALT PAVEMENT ASSOCIATION 2021 ASPHALT PAVEMENT DESIGNGUIDE.3.COMPACTION REQUIREMENTS3.1.BITUMINOUS CONCRETE: REFER TO SECTION 460-3.3.2.BASE COURSE: REFER TO SECTION 301.3.4.2, STANDARD COMPACTION4.MIXTURE TYPE LT BITUMINOUS PAVEMENT IS RECOMMENDED FOR THE PARKING AREA,REFER TO SECTION 460, TABLE 460-2 OF THE STANDARD SPECIFICATIONS.5.THE UPPER 4" OF DGB SHALL BE 1.25"; THE BOTTOM PART OF THE LAYER CAN BE 3"DGB.MATERIALTHICKNESSSPECIFICATIONCONCRETE SLAB LAYER 6.0"* SECTION 501, GRADE A, CLASS IDENSE GRADED BASE 6.0"**SECTION 301 AND 305, 31.5 MMTOTAL THICKNESS 14.0"NOTE: CONCRETE SIDEWALK TO BE 5" CONCRETE OVER 4" DENSE GRADED BASE.* REINFORCEMENT TO INCLUDE #4 REBAR 12" O.C. BOTH WAYS OR EQUIVALENT** SITE PROOF ROLLS TO BE COMPLETED WITH ADDITIONAL THICKNESS ADDED PERGEOTECHNICAL RECOMMENDATION. POTENTIAL ADDITIONAL THICKNESS TO INCLUDE 12" DGBTO BE ADDED BELOW 6" LAYER WITH ADDITIONAL BIAXIAL GEOGRID (TENSAR BX TYPE I OREQUIVALENT) 4" INTEGRAL CURB AND WALKOR 18" CURB AND GUTTER 1.5% 12:1FLATPAVEMENT/PARKING 5'12:11.5% 1.5% SIDEWALK FLUSH WITH PAVEMENTRAMPS PER WISCONSINADMINISTRATIVE CODE COMM 69.37AND ADAAG 705 TRUNCATED DOME (STAMPEDCONCRETE PAINTED YELLOW, YELLOWPLASTIC OR CAST IRON PAINTEDYELLOW) PER WISCONSINADMINISTRATIVE CODE COMM 69.37 ANDADAAG 705 ADA RAMP 8" GENERAL NOTES:·ALL SIGNS TO MEET THE CRITERIA OUTLINED WITHINTHE MANUAL FOR UNIFORM TRAFFIC CONTROLDEVICES AND WISCONSIN DOT, AS APPLICABLE.·EXCAVATION BY GENERAL CONTRACTOR 2" x 2" NON-PERFORATEDBLACK ALUMINUM TUBEWITH CAPPED TOP. SIGNAGE - COMPLY WITHTRANS 200.07 HANDICAPPEDPARKING SIGNS. SEE DETAIL.OR DIS VET PLATESOR STATE DISABLED CARDVEHICLES WITH DIS SIGNAGE - SEE DETAILAT RIGHT 5'-8" @ VAN MIN.5'-0" @ CAR REFER TO SHEET C101 FORREQUIRED LOCATION 8.125" CONCRETE FILLED POSTHOLE FOR ALL SITE SIGNAGE. 1'-6"0'-6"7'-0" MIN. FORREGULATORYSIGNS (STOP, DONOT ENTER, ETC.)SLOPE 1'-6"0'-6"SLOPE 1" TOPSOIL (TO BE SEEDED)EROSION CONTROLREVEGETATIVE MAT 3" TOPSOILTURF REINFORCEMENT MATNOTE: VARIATION ON INSTALLATION PROCEDURESMAY OCCUR. REFER TO MANUFACTURER'SRECOMMENDED INSTALLATION GUIDELINES.TURF REINFORCEMENTINSTALLATION DETAIL CLASS III, TYPE C(BOTTOM AND SIDES)CLASS III, TYPE A (TOP) RIP RAP AND ENDWALL CROSS SECTION B-B CROSS SECTION A-ASLOPED/FLAT SWALE DISCHARGEAND FLAT POND DISCHARGESLOPED POND DISCHARGE PLAN VIEW DW - SEE CHART L - SEE CHART PER PLANS3D MIN. AA B B EXTENDGEOTEXTILEFILTER FABRIC12' PAST ENDOF RIP RAP EXTEND GEOTEXTILEFILTER FABRIC 12"PAST END OF RIP RAPGEOTEXTILEFILTER FABRIC,TYPE HRGEOTEXTILE FILTERFABRIC, TYPE HR NOTE: RIPRAP SHALLEXTEND TO TOE OFSLOPE MIN.12" MIN. RIPRAP(SEE CHART) RIPRAP(SEE CHART)MIN. 1/2 D 12" MIN. EXTEND RIPRAPTO SPRING LINEOF ENDWALLENDWALL GEOTEXTILE FILTERFABRIC, TYPE HRRIPRAP(SEE CHART)MN. 1/2 D 1) JOINT TIES SHALL BE INSTALLED AT THE LAST(DOWNSTREAM) TWO JOINTS ON ANY PIPE RUN ENDING INAN APRON ENDWALL STRUCTUREWLDEPTHTYPE STM AE NO. 15.7'4.0'1.5'LIGHT RIPRAPSTM AE NO. 37.1'5.0'1.5'LIGHT RIPRAPSTM AE NO. 105.7'4.0'1.5'LIGHT RIPRAPSTM AE NO. 124.7'3.33'1.5'LIGHT RIPRAPSTM AE NO. 144.7'3.33'1.5'LIGHT RIPRAPSTM AE NO. 1004.7'3.33'1.5'LIGHT RIPRAP BERM="A" BOTTOM="C" 6" TOP SOIL "E" NATIVE SOILS >31 "D" INFILTRATION DEVICES ARE DESIGNED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES(WDNR), COUNTY, MUNICIPALITY, AND ENGINEERING STANDARD OF CARE. ALL DESIGNATED INFILTRATION AREAS (e.g. RAIN GARDENS,INFILTRATION BASINS, BIORETENTION DEVICES) SHALL BE FENCED PRIOR TO CONSTRUCTION AND REMAIN UNDISTURBED AND PROTECTEDDURING THE CONSTRUCTION OF PROPOSED SITE IMPROVEMENTS. PROPOSED BIORETENTION DEVICES SHALL NOT BE CONSTRUCTED UNTIL THEDEVICE'S CONTRIBUTING WATERSHED AREA MEETS ESTABLISHED VEGETATION REQUIREMENTS SET FORTH WITHIN THE RESPECTIVE WDNRTECHNICAL STANDARDS. IF THE LOCATION OF THE INFILTRATION AREA CONFLICTS WITH CONSTRUCTION STAGING AND/OR CONSTRUCTIONTRAFFIC AND IS DISTURBED, COMPACTION MITIGATION WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE.THE CONTRACTOR IS REQUIRED TO PROVIDE QUALIFIED STAFF FOR INSPECTION AND OBSERVATION OF THE CONSTRUCTION ACTIVITIES RELATINGTO ALL JOB SITE REGULATORY COMPLIANCE INCLUDING THE PROTECTION AND CONSTRUCTION OF ALL STORMWATER MANAGEMENT FEATURES.ANY OBSERVATION OF PLAN OR SITE DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. 1.ALL CONSTRUCTION PRACTICES SHALL MEET THE SPECIFICATIONS OF THE WDNR TECHNICAL STANDARD 1004 - BIORETENTION FORINFILTRATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN A COPY OF THIS STANDARD AND CONSTRUCT THE BIORETENTION DEVICEIN ACCORDANCE WITH THE REQUIREMENTS OUTLINED THEREIN.2.CONTRACTOR SHALL INSTALL NATIVE PLANT PLUGS IN THE BASIN AND INSTALL A CLASS II EROSION CONTROL MAT (OVERLAPPED ANDANCHORED WITH MIN. 6" LONG HARDWOOD STAKES). CUT AN "X" IN THE MATTING AND AUGER DOWN TO PLACE APPROPRIATE PLANTINGPLUGS EVERY 12 INCHES ON CENTER.3.CONTRACTOR SHALL INSTALL 24" OF ENGINEERED SOIL CONSISTING OF: 70% ASTM C33 SAND AND 30% CERTIFIED COMPOST (SEE GENERALNOTE 4).4.CERTIFIED COMPOST SHALL CONSIST OF: >40% ORGANIC MATTER, <60% ASH CONTENT, pH OF 6-8, AND MOISTURE CONTENT OF 35-50% BYWEIGHT.5.SAND/NATIVE SOIL INTERFACE LAYER SHALL BE FORMED BY A LAYER OF SAND 3 INCHES DEEP, WHICH IS VERTICALLY MIXED WITH THENATIVE SOIL TO A DEPTH OF 2-4 INCHES. A CONSTRUCTION REPRESENTATIVE MUST BE ON SITE DURING OVER EXCAVATION TO APPROVE OFTHE DEPTH AND SOIL TYPES.6.FILTER FABRIC SHALL BE PLACED ABOVE THE PERFORATED PIPE, BETWEEN THE PEA GRAVEL AND THE ENGINEERED SOIL, A WIDTH OF 4 FEETCENTERED OVER THE FLOW LINE OF THE PIPE.7.ANNUAL RYE GRASS SHALL BE SEEDED AT 40 LB/ACRE WITH THE SEED MIX IN THE AREAS SURROUNDING THE BASIN, ON SIDE SLOPES, ANDOVER ANY LAND THAT DISCHARGES INTO THE BASIN FOR EROSION CONTROL WHEN BASIN IS BROUGHT ON-LINE. ROOTSTOCK AND PLUGS AREREQUIRED TO ESTABLISH VEGETATION AT THE INVERT OF THE BASIN.8.RUNOFF MUST INFILTRATE THOUGH THE ENTIRE BASIN WITHIN 48-HOURS AND ALL STANDING WATER DISSIPATED WITHIN 24-HOURS. BASINSUNABLE TO MAINTAIN THESE RATES MUST BE DEEP TILLED, REGRADED, AND IF NECESSARY REPLANTED TO RESTORE ORIGINAL INFILTRATIONRATES.9.ALL WORK TO BE CONDUCTED IN CONFORMANCE WITH APPLICABLE LOCAL, REGIONAL, AND STATE STORMWATER STANDARDS FOR THEPROJECT SITE AS APPROVED BY THE REGULATORY ENGINEER.10.REFER TO LANDSCAPE PLAN FOR PLANTING REQUIREMENTS. GENERAL NOTES: SECTIONN.T.S.3" SAND/NATIVE SOILINTERFACE LAYER. REFER TO NOTE NO. 5SECTIONN.T.S. GRAVEL OR SANDSTORAGE LAYER, 24"MIN. OR TO NATIVE FINESAND LAYER ENGINEEREDSOILS LAYER, 24"REFER TO LANDSCAPE PLAN FOR BIORETENTION BASINNATIVE PLANTING PLUGS. RANDOMIZED PLANT PLUG SPECIESLOCATION IN BASIN. AB "B"STMSTMOUTLET TYPE VARIES. REFER TOOUTLET DETAIL STMSTMSTMSTMSTMSTM OBSERVATION WELL - 6" SLOTTEDPVC PIPE ANCHORED VERTICALLYTO A FOOTPLATE AT I.E. = "E"TOP OF WELL = "A"WELL TO HAVE 3" ORIFICE FORDRAWDOWN AT I.E. = "C"TOP OF WELL TO HAVE A SECUREDABOVEGROUND CAP. BIORETENTION DEVICE CONTRACTOR TO REMOVE NATIVE SOILSDOWN TO GRAVELY SAND LAYER ANDREPLACE WITH EQUIVALENTLY DRAININGSOIL, MIN., TO BOTTOM OF SAND STORAGELAYER. CONTRACTOR TO VERIFY SOILS WITHGEOTECHNICAL ENGINEER ON SITE. IF SOILSARE NOT FOUND, REPORT TO ENGINEER FORREDESIGN. REFER TO GENERALNOTE NO. 6 BIORETENTIONBASIN 1BIORETENTIONBASIN 2A876.0 878.0B875.0 877.0C872.0875.0D870.0873.0E868.0871.0 REFERENCE BIORETENTION BASIN 1B-2868.0-851.0 VGRS/GRS3.6862.5 - GROUNDWATER BIORETENTION BASIN 2B-8875.5-863.5 GRS/VGRS3.6865.0 - GROUNDWATERSOIL DEPTHSOIL TYPEINFILTRATIONRATELIMITINGLAYER STM STMSTM BIORETENTION BASIN #1 OUTLETNTS TOP VIEWSIDE VIEW 12" PIPE FROM MANHOLE TOOUTFALL. I.E. = 870.90 3" DIA ORIFICEI.E. = 873.0 12" PIPE FROMMANHOLE TO OUTFALLFLOW 3" DIA. ORIFICE 5:1 5:1 TOP OF BERMELEVATION = 876.0WEIR OVERFLOWELEVATION = 875.010' NOTE: OVERFLOW SHALL BE REINFORCED WITH TURF REINFORCED MAT (TRM) - CLASS III,TYPE C BY PYRAMAT OR APPROVED EQUAL. TRM SHALL BE INTALLED PER MANUFACTURER'SRECOMMENTDATIONS. CONE GRATE TRASHRACKSBY HAALA - CG36TM (ORAPPROVED EQUAL)RIM = 874.25 TRASH GRATE 1"X1" GALVANIZED WIREMESH TRASH GRATE WITHGALVANIZED SCREWCONNECTION. SIZE/SHAPEMAY VARY - ORIFICE SHALLBE COVERED BY GRATE BIORETENTION BASIN #1OVERFLOW WEIRNTS 36" DIAMETER MANHOLE 1-FOOT DEEP SUMPI.E. = 869.90 SHEET NO:JOB NO:DATE: REVISIONS:ADDENDUM 108/01/2025CB0502/02/2026 6 A B C D E 5 4 3 2 1 209 south water street, milwaukee, wisconsin 53204 2310 crossroads drive, suite 2000, madison, wisconsin 53718 1970 main street, suite 201, sarasota, florida 34236311 canyon wren drive, buda, texas 78610327 E 4th street, suite 204, waterloo, iowa 50703t 414 359 3060 t 608 240 9900 t 941 444 8845t 512 649 5627t 319 233 1163 7/14/2025BID SET© 2025 PLUNKETT RAYSICH ARCHITECTS, LLP240112-01NEW HEADQUARTERSBLUE RIBBON CIR N, OCONOMOWOC, WI 53066WIS-PAK C402DETAILS - STORMWATER MANAGEMENT STM STMSTM BIORETENTION BASIN #2 OUTLETNTS TOP VIEWSIDE VIEW 12" PIPE FROM MANHOLE TOOUTFALL. I.E. = 871.5 12" PIPE FROMMANHOLE TO OUTFALLFLOW 5:1 5:1 TOP OF BERMELEVATION = 878.0WEIR OVERFLOWELEVATION = 877.010' NOTE: OVERFLOW SHALL BE REINFORCED WITH TURF REINFORCED MAT (TRM) - CLASS III,TYPE C BY PYRAMAT OR APPROVED EQUAL. TRM SHALL BE INTALLED PER MANUFACTURER'SRECOMMENTDATIONS. CONE GRATE TRASHRACKSBY HAALA - CG36TM (ORAPPROVED EQUAL)RIM = 876.00 BIORETENTION BASIN #2OVERFLOW WEIRNTS 36" DIAMETER MANHOLE 1-FOOT DEEP SUMPI.E. = 870.5 COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM STM COMM COMM COMM COMM COMM COMM COMM COMM COMMCOMMCOMMCOMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM E EE E WATWATWATWATWATWATWATWATWAT STMSTMSTMSTMSTM SANSANSAN FMFMFMFMFMFMFMFMFMFMFM STM STMSTMSTMSTMSTMSTM SANSANSANSANSANSANWATWATWAT STMSTM STMSTM E EXISTING 2 STORYMASONRY BUILDING 878 876 877 876 877 879 879 879 878877878877 878 878 SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN STM STM STM STM STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTM STMSTMSTMSTMSTMSTM STMSTMSTM STM STM STM STM STM STM STM STM STM STMSTMSTMSTMSTMSTMWAT WAT WAT WAT WAT WAT WAT WATWAT STMSTMSTMSTM 879 SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSTM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM877 877 877878 878 878 877878 877 878 878 878 879 SHEET NO:JOB NO:DATE: REVISIONS: 6 A B C D E 5 4 3 2 1 209 south water street, milwaukee, wisconsin 53204 2310 crossroads drive, suite 2000, madison, wisconsin 53718 1970 main street, suite 201, sarasota, florida 34236311 canyon wren drive, buda, texas 78610327 E 4th street, suite 204, waterloo, iowa 50703t 414 359 3060 t 608 240 9900 t 941 444 8845t 512 649 5627t 319 233 1163 07/14/2025BID SET PLUNKETT RAYSICHARCHITECTS, LLP © 2025 PLUNKETT RAYSICH ARCHITECTS, LLP240112-01NEW HEADQUARTERSBLUE RIBBON CIR N, OCONOMOWOC, WI 53066WIS-PAKREVISIONS:CB0502/02/2026 L100 Landscaping Points and CreditsPlant CategoryPoints/PlantMin. Install SizeQty. Plants/Points ProvidedClimax Trees752" cal.7/525 pointsTall Deciduous Trees301.5" cal.22/660 pointsMedium Deciduous Trees156' tall27/405 pointsLow Deciduous Trees104' tall Tall Evergreen Tree405' tall11/440 pointsMedium Evergreen Tree204' tall Low Evergreen Tree103' tall Tall Deciduous Shrub536" tall15/75 pointsMedium Deciduous Shrub324" tallLow Deciduous Shrub118" tall12/12 points Developed Area Landscaping RequirementMin. Required Landscaping Points per 1,000SF of ImperviousZoning District: Business ParkImpervious Amount: 61,367SFRequired Landscaping Points: 30 per 1,000SFLandscape Points Required: 1,900 pointsLandscape Points Provided: 2,117 points FORM SAUCER WITH 8" 8"VARIES SHRUB PLANTING3 MIN.MIN.BREAK SUBGRADEWITH PICKCOMPACTED SOIL MIX TO FORM PEDESTAL AS SHOWN CONTINUOUS RIMREMOVE BURLAP FROMUPPER 1/3 OF BALL. MULCH TYPE AS INDICATED PLAN/NOTESPLANT SPACING AS SHOWN ON PLAN NTSPERENNIAL PLANTING2 PLANTING MIX W/NO LARGE STONES-5-20% CLAY, 5-35% SILT50-80% MEDIUM AND COARSE SAND, PLANTING MIX W/NO LARGE STONES-5-20% CLAY, 5-35% SILT50-80% MEDIUM AND COARSE SAND, NTS 6"3" ORGANIC, HARDWOOD FORMSAUCERVARIESMIN.12"3"COMPACTED SOIL MIX TO FORM 4NTSTREE PLANTING MIN.MIN.12"MIN.12"BREAK SUBGRADE WITH PICKPEDESTAL AS SHOWNIF NECESSARY6" 2" X 2" X 8' CEDAR STAKES2 REQUIRED FOR 1 1/2"CAL.AND LARGER; 3 REQ. FOR 3" CAL. AND LARGER TREEPLANTING MIX W/NO LARGE STONES-ROLL BACK TOP HALF OFBURLAP WRAP5-20% CLAY, 5-35% SILT50-80% MEDIUM AND COARSE SAND, 2 STRAND TWISTED 12 GUAGEGAL. WIRE ENCASED IN 1" DIA.RUBBER HOSEMULCHEXPOSED ROOT FLARE DEPRESSED AREA FOR PLANTINGS - SEE GRADING PLANPLANT SPACING TO BE 12" O.C., STAGGEREDPRAIRIE WILDFLOWERS AND GRASSES. I N F I L T R A T I O N OVERLAND FLOW/DOWNSPOUTSCONTRIBUTE WATERCOCONUT FIBER MAT PLANTS; EQUAL MIX 2 1/2" PLUGS. RANDOM PLANT. AFTER PLANTING Butterfly Weed, Blue False Indigo,White False Indigo, Purple Coneflower, Blue Flag Iris,Cardinal Flower, Marsh Blazingstar, Brown Eyed Susan, Stiff Goldenrod, Bottlebrush Sedge,Fox Sedge, Torrey's Rush, Switch Grass 5NTSINFILTRATION AREA 1LANDSCAPE PLANNotes:1. All plant beds (including parking islands) are to receive brown wood mulch consisting of a mixture of recycled wood mulch spread to a 3"minimum depth over a pre-emergent herbicide.2. "Lawn" areas shall be finish graded and seeded at a rate of 4 lbs. per 1,000 sq. ft. Basis of Design: Madison Parks Lawn Seed Mix.EarthCarpet Corporation.3. Refer to specification sections 32 92 00 "Turf and Grasses" and 32 93 00 "Plants" for maintenance, watering and warranty requirements.4. "Naturalized" areas shall be finish graded and seeded per manufacturer's instructions. Basis of Design: Land Restoration Seed Mix forMedium Soils. Prairie Nursery, Westfield, WI5. "Wildflower" areas shall be finish graded and seeded per manufacturer's instructions. Basis of Design: Short Prairie Seed for Dry Soils.Prairie Nursery, Westfield, WI6. "Detention Basin seed mix" shall be finish graded and seeded per manufacturer's instructions. Basis of Design: Detention Basin -Bioswale seed. Prairie Nursery, Westfield, WI 0' 30' 60'1" = 30'-0" Landscaping SchedulePlant CategoryScientific NameSize at MaturityQty. Climax TreesSwamp White OakQuercus bicolor50't x 50'w 7 Tall Deciduous TreesPrinceton Gold Norway MapleAcer platanoides 'Princeton Gold' 35't x 30'w8 Brandywine Red MapleAcer rubrum 'Brandywine'40't x 30'w3 Princeton Sentry GinkoGinkgo biloba 'PNI 2720'40't x 15'w7 MusclewoodCarpinus caroliniana30't x 20'w4 Medium Deciduous TreesAutumn Brilliance ServiceberryAmelanchier x grandiflora 'Autumn Brilliance'20't x 15'w4 Eastern RedbudCercis canadensis25't x 30'w4 Glen's Form Pear Pyrus calleryana 'Chanticleer'25't x 15'w10 Adirondack CrabMalus 'Adirondack'18't x 10'w7 Limelight Hydrangea (tree form)Hydrangea paniculata 'Limelight' PP1287410't x 8'w2 Tall Evergreen TreeBalsam FirAbies balsamea40't x 20'w4 Black Hills SprucePicea glauca var. densata30't x 15'w7 Tall Deciduous ShrubKodiak Red HoneysuckleDiervilla x splendens 'Kodiak Orange'4't x 3'w12 Little Lime HydrangeaHydrangea paniculata4't x 4'w3 Low Deciduous ShrubBergeson Compact DogwoodCornus sericea 'Bergeson Compact'4't x 4'w6 McKay's White PotentillaPotentilla fruticosa ‘McKay’s White’4't x 4'w6 PerennialsKarl Foerster Feather Reed GrassCalamagrostis × acutiflora 'Karl Foerster'4't x 2'w25 Blue Heaven Little BluestemSchizachyrium scoparium 'MinnblueA' PP #17,3104't x 2'w53 Dwarf FountaingrassPennisetum alopecuroides 'Hameln'3't x 2'w34 Autumn Joy SedumSedum 'Autumn Joy'2't x 2'w19 Kobold GayfeatherLiatris spicata 'Kobold'2't x 2'w20 Black Eyed SusanRudbeckia fulgida2't x 2'w15 Mini Stella DaylillyHemerocallis 'Mini Stella'2't x 2'w14 LANDSCAPE PLAN DOUSMAN ROAD BLUE RIBBON CIR NORTH (7) Karl Foerster Feather Reed Grass (6) Karl Foerster Feather Reed Grass (9) Blue Heaven Little Bluestem (10) Blue Heaven Little Bluestem (3) Kodiak Red Honeysuckle(4) Kodiak Red Honeysuckle(5) Autumn Joy Sedum (10) Mini Stella Daylily STORMWATER INFILTRATION AREA mexican beech pebblesunder these trees - typ. (2) Autumn Brilliance Serviceberry(4) Balsam Fir (3) Black Hills SpruceNATURALIZED AREA DETENTION BASIN SEED MIX DETENTION BASIN SEED MIX (8) Princeton Gold Norway Maple (2) Autumn Brilliance Serviceberry NATURALIZED AREA NATURALIZED AREA STORMWATER INFILTRATION AREA (4) Musclewood (4) Eastern Redbud(2) Limelight Hydrangea (tree form) (12) Karl Foerster Feather Reed Grass (20) Dwarf Fountaingrass(12) Autumn Joy Sedum (20) Kobold Gayfeather (9) Black Eyed Susan(6) Black Eyed Susan (2) McKay's White Potentilla (4) McKay's White Potentilla (4) Black Hills Spruce NATURALIZED AREALAWN NATURALIZED AREALAWNWILDFLOWER AREA NATURALIZED AREA (3) Brandywine Red Maple(6) Bergeson Compact Dogwood (7) Princeton Sentry Ginko (3) Swamp White Oak NATURALIZED AREALAWN WILDFLOWER AREALAWN STORMWATER INFILTRATION AREA (4) Swamp White Oak (10) Glen's Form Pear(7) Adirondack Crab (1) Kodiak Red Honeysuckle(3) Autumn Joy Sedum(6) Dwarf Fountaingrass (3) Little Lime Hydrangea(28) Blue HeavenLittle Bluestem(8) Dwarf Fountaingrass landscaping to becoordinated with gasmeter. final location tobe determined (6) Blue Heaven Little Bluestem(2) Kodiak Red Honeysuckle(4) Mini Stella Daylily