HomeMy WebLinkAbout010-841-29-4417-LUP-2025-07766.0', TYP.43.0', TYP.74.0'R25.0'R25.0'R25.0'R2.5', TYP.10.0' SIDE SETBACK20.0' REAR SETBACK10.0' SIDE SETBACK19.0'5.0'R25.0'R25.0'24.0', TYP.21.0', TYP.24.0'24.0'R25.0'10.0' SIDE SETBACK10.0' SIDE SETBACK10.0' SIDE SETBACK21.00'21.00'68.30'73.64'185.84'186.54'20.0', TYP.10.5', TYP.45.00'17.5'58.50'58.50'9.1'STORAGESHOPUSA - HAYWARD
TOWN OF HAYWARD, SAWYER COUNTY, WIC100 SITE INFORMATION BLOCK:SITE ADDRESS: COUNTY HWY KSITE AREA: (248,869 SQ.FT.) 5.71 ACRESUSE OF PROPERTY: OFFICE / WAREHOUSEZONING: COMMERCIAL ONE (C-1)SETBACKS:FRONT YARD: 10 FEETREAR YARD: 20 FEETSIDE YARD: 10 FEETNUMBER OF BUILDINGS: 12NUMBER OF UNITS: 24EXISTING IMPERVIOUS SURFACE AREA: 0 SQ.FT.PROPOSED IMPERVIOUS SURFACE AREA: 72,137 SQ.FT.ROOFTOP: 30,064 SQ.FT.PAVED: 42,073 SQ.FT.DRIVEWAY: 40,777 SQ.FT.SIDEWALK: 1,296 SQ.FT.PROPOSED LOT COVERAGE: 29.0%DISTURBANCE LIMITS: 169,250 SQ.FT.GENERAL NOTESPROPOSED PROPERTY BOUNDARYSETBACK LINEBUILDING FOOTPRINTASPHALT PAVEMENTCONCRETE PAVEMENTPAVEMENT STRIPINGSTORMWATER TREATMENT FACILITYDISTURBANCE LIMITSLEGEND (PROPOSED)BLD.1050'x50'COUNTY HWY K STORMWATERMANAGEMENTPROPOSED 8'X8' WELLHOUSE LOCATION(DESIGN BY OTHERS)1.UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA ASPROVIDED TO WYSER ENGINEERING. WYSER ENGINEERING SHALL NOT BE HELD RESPONSIBLEFOR ANY ERRORS OR OMISSIONS THAT MAY ARISE AS A RESULT OF ERRONEOUS OR INCOMPLETEINFORMATION PROVIDED BY OTHERS. CONTRACTOR TO CONFIRM ALL ELEVATIONS, GENERALDRAINAGE AND EARTHWORK REQUIREMENTS PRIOR TO CONSTRUCTION.2.CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & TO WORK WITHINTHE TOWN'S/COUNTY'S LAND IF REQUIRED.3.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.4.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.5.ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS AND PUBLICEASEMENTS SHALL BE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS.BLD. 950'x50'BLD. 450'x50'BLD. 350'x50'BLD. 250'x50'BLD. 550'x50'DUMPSTER LOCATION19' WIDE X 18' DEEP PARKINGAREA IN FRONT OF UNITOVERHEAD DOORS WITH3-FOOT WIDE WALKWAY TOMAN DOOR ENTRY. TYPICALTO ALL UNITS.PAVEMENT SECTION.REFER TO SHEET C400COMMERCIAL ENTRANCE PERTHE TOWN OF HAYWARDREQUIREMENTS.STOP SIGNBLD. 850'x50'BLD. 1150'x50'BLD. 1250'x50'BLD. 750'x50'BLD. 650'x50'BLD. 150'x50'APPROXIMATE SEPTICHOLDING TANK LOCATION.REFER TO APPROVED PLANSBY OTHERS.
STMSTMSTMSTMSTMSTMSTM
STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM
138413
8
3
13
8
2
13
8
1
13
8
01381138313831383138313851385138513851385138513851385138613851385138613851385138413841386138613861386138513851386138613851386138513851383 13821383138613851383
1383.92 EP1
3
8
4
.
4
0
E
P
1382.9 FGMATCH1
3
8
3
.
9
F
GMATCH2.0%4.0%2.0%1380.30 EP1383.57 EP1383.57 EP2.16%2.5%2.8%2.8%1379.82 EP2.0%
0.0%13841385138413841384138313841382138313841383 1384 13841385
13791380138113821
3
8
2
13791380138113821382
1383
STORAGESHOPUSA - HAYWARD
TOWN OF HAYWARD, SAWYER COUNTY, WI Hearing Impaired TDD (800) 542-2289C200PROPERTY BOUNDARYBUILDING FOOTPRINTASPHALT PAVEMENTCONCRETE PAVEMENTPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED STORM SEWERSPOT GRADEDRAINAGE GRADE BREAKDRAINAGE ARROWSILT FENCECLASS 1, TYPE B URBAN EROSION MATCLASS III, TYPE B EROSION MATLEGEND (PROPOSED)1383.57 EP13841385GENERAL NOTESSTM2.0%PLACE RIPRAP OR CLASS III TURFREINFORCEMENT MATTING ATSTORM OUTFALL, TYP. REFER TODETAIL ON C401.OVERFLOW WEIR.I.E. = 1381.5TOP OF POND = 1382.0PROVIDE PERMANENT CLASS III, TYPE BTURF REINFORCEMENT MATTING OVERTHE WEIR FROM THE BOTTOM OF THEPOND TO THE PROPERTY LINE.BIORETENTION BASIN.REFER TO DETAIL ON C401.MINIMUM INFILTRATION AREA = 7,000 SFAT THE START OF CONSTRUCTION, EXCAVATE BASINAREA TO 2-FEET ABOVE THE PLANNED BOTTOM OF BASINSTORAGE LAYER (1374.0) TO BE USED AS A TEMPORARYSEDIMENT TRAP DURING CONSTRUCTION.1.POST WDNR CERTIFICATE OF PERMIT COVERAGE AND MUNICIPAL EROSION CONTROL PERMITS ON SITE AND MAINTAIN UNTIL CONSTRUCTION ACTIVITIES HAVE CEASED, THE SITE IS STABILIZED, AND ANOTICE 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 / TOWN OF HAYWARD / DANE COUNTY LAND AND WATER CONSERVATION / WDNR HAS THE RIGHT TO REQUIRE CONTRACTOR TO IMPLEMENT ADDITIONAL EROSION CONTROLMEASURES AS NECESSARY.CONTRACTOR MUST NOTIFY THE TOWN OF HAYWARD BUILDING INSPECTOR TWO (2) WORKING DAYS IN ADVANCE OF ANY SOIL DISTURBANCE 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 HOURS AFTER A RAINFALL EVENT OF 0.5 INCHES OR GREATER. KEEP INSPECTIONREPORTS ON-SITE AND MAKE THEM AVAILABLE UPON REQUEST.6.INSPECT AND MAINTAIN ALL INSTALLED EROSION CONTROL PRACTICES UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED.7.WHEN POSSIBLE: PRESERVE EXISTING VEGETATION (ESPECIALLY ADJACENT TO SURFACE WATERS), MINIMIZE LAND-DISTURBING CONSTRUCTION ACTIVITY ON SLOPES OF 20% OR MORE, MINIMIZE SOILCOMPACTION, AND PRESERVE TOPSOIL.8.REFER TO THE WDNR STORMWATER CONSTRUCTION TECHNICAL STANDARDS AT http://dnr.wi.gov/topic/stormwater/standards/const_standards.html.9.INSTALL PERIMETER EROSION CONTROLS AND ROCK TRACKING PAD CONSTRUCTION ENTRANCE(S) PRIOR TO ANY LAND-DISTURBING ACTIVITIES, INCLUDING CLEARING AND GRUBBING. USE WDNRTECHNICAL STANDARD STONE TRACKING PAD AND TIRE WASHING #1057 FOR ROCK CONSTRUCTION ENTRANCE(S).10.INSTALL INLET PROTECTION PRIOR TO LAND-DISTURBING ACTIVITIES IN THE CONTRIBUTING DRAINAGE AREA AND/OR IMMEDIATELY UPON INLET INSTALLATION. COMPLY WITH WDNR TECHNICALSTANDARD STORM DRAIN INLET PROTECTION FOR 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 MINIMIZE SEDIMENT FROM ENTERING THE STORM SEWER SYSTEM.12.STAGE CONSTRUCTION GRADING ACTIVITIES TO MINIMIZE THE CUMULATIVE EXPOSED AREA. CONDUCT TEMPORARY GRADING FOR EROSION CONTROL PER WDNR TECHNICAL STANDARD TEMPORARYGRADING PRACTICES FOR EROSION CONTROL #1067.13.PERMITTING OF GROUNDWATER DEWATERING IS THE RESPONSIBILITY OF THE CONTRACTOR. GROUNDWATER DEWATERING IS SUBJECT TO A DNR WASTEWATER DISCHARGE PERMIT AND A DNR HIGHCAPACITY WELL APPROVAL IF CUMULATIVE PUMP CAPACITY IS 70 GPM OR MORE.14.PROVIDE ANTI-SCOUR PROTECTION AND MAINTAIN NON-EROSIVE FLOW DURING DEWATERING. PERFORM DEWATERING OF ACCUMULATED SURFACE RUNOFF IN ACCORDANCE WITH WDNR TECHNICALSTANDARD DE-WATERING #1061.15.COMPLETE AND STABILIZE SEDIMENT BASINS/TRAPS OR WET PONDS PRIOR TO MASS LAND DISTURBANCE TO CONTROL RUNOFF DURING CONSTRUCTION. REMOVE SEDIMENT AS NEEDED TO MAINTAIN 3FEET OF DEPTH TO THE OUTLET, AND PROPERLY DISPOSE OF SEDIMENT REMOVED DURING MAINTENANCE (REFER TO NR 528). CONSTRUCT AND MAINTAIN THE SEDIMENT BASIN PER WDNR TECHNICALSTANDARD SEDIMENT BASIN #1064 AND SEDIMENT TRAP # 1063.16.INSTALL AND MAINTAIN SILT FENCING PER WDNR TECHNICAL STANDARD SILT FENCE #1056. REMOVE SEDIMENT FROM BEHIND SILT FENCES AND SEDIMENT BARRIERS BEFORE SEDIMENT REACHES ADEPTH THAT IS EQUAL TO ONE-HALF OF THE FENCE AND/OR BARRIER HEIGHT.17.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 PERWDNR TECHNICAL STANDARD DITCH CHECKS #1062.18.INSTALL AND MAINTAIN FILTER SOCKS IN ACCORDANCE WITH WDNR TECHNICAL STANDARD INTERIM MANUFACTURED PERIMETER CONTROL AND SLOPE INTERRUPTION PRODUCTS # 1071.19.IMMEDIATELY STABILIZE STOCKPILES AND SURROUND STOCKPILES AS NEEDED WITH SILT FENCE OR OTHER PERIMETER CONTROL IF STOCKPILES WILL REMAIN INACTIVE FOR 7 DAYS OR LONGER.20.IMMEDIATELY STABILIZE ALL DISTURBED AREAS THAT WILL REMAIN INACTIVE FOR 14 DAYS OR LONGER. BETWEEN SEPTEMBER 15 AND OCTOBER 15: STABILIZE WITH MULCH, TACKIFIER, AND A PERENNIALSEED 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 SEEDMIX, AS APPROPRIATE FOR REGION AND SOIL TYPE.21.STABILIZE AREAS OF FINAL GRADING WITHIN 7 DAYS OF REACHING FINAL GRADE.22.SWEEP/CLEAN UP ALL SEDIMENT/TRASH THAT MOVES OFF-SITE DUE TO CONSTRUCTION ACTIVITY OR STORM EVENTS BEFORE THE END OF THE SAME WORKDAY OR AS DIRECTED BY THE AUTHORITIESWITH JURISDICTION. SEPARATE SWEPT MATERIALS (SOILS AND TRASH) AND DISPOSE OF APPROPRIATELY.23.THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST PER WDNR TECHNICAL STANDARD DUST CONTROL ON CONSTRUCTION SITES # 1068.24.PROPERLY DISPOSE OF ALL WASTE AND UNUSED BUILDING MATERIALS (INCLUDING GARBAGE, DEBRIS, CLEANING WASTES, OR OTHER CONSTRUCTION MATERIALS) AND DO NOT ALLOW THESE MATERIALSTO BE CARRIED BY RUNOFF INTO THE RECEIVING CHANNEL.25.COORDINATE WITH THE AUTHORITIES WITH JURISDICTION TO UPDATE THE LAND DISTURBANCE PERMIT TO INDICATE THE ANTICIPATED OR LIKELY DISPOSAL LOCATIONS FOR ANY EXCAVATED SOILS ORCONSTRUCTION DEBRIS THAT WILL BE HAULED OFF-SITE FOR DISPOSAL. THE DEPOSITED OR STOCKPILED MATERIAL NEEDS TO INCLUDE PERIMETER SEDIMENT CONTROL MEASURES (SUCH AS SILT FENCE,HAY BALES, FILTER SOCKS, OR COMPACTED EARTHEN BERMS).26.FOR NON-CHANNELIZED FLOW ON DISTURBED OR CONSTRUCTED SLOPES, PROVIDE CLASS CLASS I TYPE B EROSION CONTROL MATTING. INSTALL AND MAINTAIN PER WDNR TECHNICAL STANDARDNON-CHANNEL EROSION MAT #1052.27.FOR CHANNELIZED FLOW ON DISTURBED OR CONSTRUCTED AREAS, PROVIDE CLASS II TYPE B EROSION CONTROL MATTING UNLESS OTHERWISE SPECIFIED ON THE PLAN. INSTALL AND MAINTAIN PERWDNR TECHNICAL STANDARD CHANNEL EROSION MAT #1053.28.MAKE PROVISIONS FOR WATERING DURING THE FIRST 8 WEEKS FOLLOWING SEEDING OR PLANTING OF DISTURBED AREAS WHENEVER MORE THAN 7 CONSECUTIVE DAYS OF DRY WEATHER OCCUR.29.THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE WDNR REMEDIATION AND WASTE MANAGEMENT REQUIREMENTS FOR HANDLING AND DISPOSING OF CONTAMINATEDMATERIALS. SITE-SPECIFIC INFORMATION FOR AREAS WITH KNOWN OR SUSPECTED SOIL AND/OR GROUNDWATER CONTAMINATION CAN BE FOUND ON WDNR'S BUREAU OF REMEDIATION ANDREDEVELOPMENT 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 BEREUSED IN CONCRETE MIXING, EVAPORATED, OR DISPOSED OF AS WASTEWATER.CONSTRUCTION SITE EROSION CONTROL REQUIREMENTSGRADING, SEEDING & RESTORATION NOTES1.UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA AS PROVIDED TO WYSER ENGINEERING. WYSER ENGINEERING SHALLNOT BE HELD RESPONSIBLE FOR ANY ERRORS 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 TO CONSTRUCTION.2.CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & TO WORK WITHIN THE TOWN'S/COUNTY'S LAND IF REQUIRED.3.WYSER ENGINEERING SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BY THE OWNER OR CONTRACTOR FROM THE APPROVEDCONSTRUCTION PLANS THAT MAY RESULT IN DISCIPLINARY ACTIONS BY REGULATORY AGENCIES.4.IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME APPARENT, IT SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TOCONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR.5.ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS AND PUBLIC EASEMENTS SHALL BE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS.PROPOSEDBUILDING3FFE = 1385.16PROPOSEDBUILDING4FFE = 1385.16PROPOSEDBUILDING5FFE = 1385.16PROPOSEDBUILDING6FFE = 1385.16PROPOSEDBUILDING2FFE = 1385.16PROPOSEDBUILDING1FFE = 1385.16STONE 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.PROPOSEDBUILDING7FFE = 1386.25PROPOSEDBUILDING8FFE = 1386.25PROPOSEDBUILDING9FFE = 1386.25PROPOSEDBUILDING10FFE = 1386.25PROPOSEDBUILDING11FFE = 1386.25PROPOSEDBUILDING12FFE = 1386.25COUNTY
HWY KSILT FENCE PER WDNRTECHNICAL STANDARD 1056EXISTING STORM CULVERT TOBE REMOVED IN IT'S ENTIRETYINSTALL SILT SOCK OR OTHERTEMPORARY EROSION CONTROLPRACTICE AROUND YARD INLETSINSTALL PAVEMENT INLET PROTECTION (6)PER WDNR TECHNICAL STANDARD 1060,TYP. FOR USE DURING BUILDINGCONSTRUCTION ACTIVITIES.
STMSTMSTMSTMSTM STM STM STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTM
STM STM STM STM STM STM
STM STM STM STM STM STM
STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM
STMSTMSTMSTM
13831383138313831385138513851385
1385
1385138513851386 1385138513861385138513841384138613861386138613851385138613861385 1386138513851383 13821383138613851383
2.0%1.7%1.0%1382.88 EP1382.40 EP1384.76 EP1385.00 EP1385.88 EP1386.12 EP1386.47 EP1385.99 EP1385.64 FG1385.28 EP1385.40 FG1385.88 EP1385.40 EP1384.38 FG1183.45 FG1
3
8
4
.
3
8
F
G1384.38 FG1384.45 EP1384.45 EP2.0%1.0%2.0%1.0%2.0%0.0%2.0%1.0%1384.52 FG1384.28 FG1384.62 FG1384.62 FG2.57%1384.62 FG1384.62 FG1
3
8
4
.
6
2
F
G1384.62 FG1384.62 FG2.57%2.57%2.57%2.57%2.57%1
3
8
4
.
6
0
F
G
1.0%2.57%2.57%2.57%2.57%2.57%2.57%1
3
8
4
.
6
2
F
G
1
3
8
4
.
6
2
F
G1384.62 FG1384.62 FG1
3
8
4
.
6
2
F
G
1
3
8
4
.
8
4
F
G
1384.84 FG1
3
8
4
.
8
4
F
G
1384.84 FG1384.84 FG1384.84 FG1384.60 FG1384.60 FG1
3
8
4
.
3
8
F
G 1384.38 FG1384.38 FG1384.22 RIM1384.22 RIM1384.22 RIM1385.18 RIM
1.5%1.5%1.5%1.5%1.5%1.5%1385.49 FG1183.45 FG1385.71 FG1385.71 FG1385.71 FG2.57%2.57%1385.70 FG2.57%2.57%1385.71 FG 1385.94 FG1385.94 FG1385.49 FG1.5%1.5%1385.33 RIM2.0%2.0%1.0%1.0%1385.49 FG1385.71 FG1385.71 FG1385.71 FG2.57%2.57%1385.70 FG2.57%2.57%1385.71 FG1385.94 FG1385.94 FG1385.49 FG 1.5%1.5%1385.33 RIM2.0%2.0%1.0%1.0%1385.49 FG 1385.71 FG1385.71 FG1385.71 FG2.57%2.57%1385.70 FG2.57%2.57%1385.71 FG 1385.94 FG1385.94 FG1385.49 FG1.5%1.5%2.0%2.0%1.0%1.0%1385.55 EP1385.55 EP2.0%2.0%1.0%1.0%2.0%2.0%1.0%1.0%2.0%2.0%1.0%1.0%1384.7 FG1384.7 FG1384.7 FG1384.7 FG1
3
8
4
.
7
F
G1384.7 FG1384.00 RIM1384.00 RIM1384.00 RIM 1383.80 RIM1384.3 FG1384.3 FG1384.3 FG1385.7 FG1385.7 FG1385.7 FG1385.7 FG1385.7 FG1385.7 FG1384.7 FG 1384.7 FG 1384.7 FG 1384.7 FG1384.7 FG1384.7 FG1385.33 EP1384.22 EP1385.3 FG 1385.3 FG 1385.3 FG1385.3 FG1385.3 FG 1385.3 FG1384.80 FG1384.80 FG1384.50 RIM1384.80 FG1384.50 RIM1384.50 RIM1384.50 RIM2.0%1.0%1383.57 EP1383.57 EP13841385138413841384138313841382138313841383 1384 13841385
13791380138113821
38
2
13791380138113821382
1383
STORAGESHOPUSA - HAYWARD
TOWN OF HAYWARD, SAWYER COUNTY, WI Hearing Impaired TDD (800) 542-2289C201PROPERTY BOUNDARYBUILDING FOOTPRINTASPHALT PAVEMENTCONCRETE PAVEMENTPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED STORM SEWERSPOT GRADEDRAINAGE GRADE BREAKDRAINAGE ARROWLEGEND (PROPOSED)1386.47 EP13851385GENERAL NOTESSTM2.0%GRADING, SEEDING & RESTORATION NOTES1.UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA AS PROVIDED TO WYSER ENGINEERING.WYSER ENGINEERING SHALL NOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY ARISE AS A RESULT OF ERRONEOUSOR INCOMPLETE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO CONFIRM ALL ELEVATIONS, GENERAL DRAINAGE ANDEARTHWORK REQUIREMENTS PRIOR TO CONSTRUCTION.2.CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & TO WORK WITHIN THE TOWN'S/COUNTY'S LAND IF REQUIRED.3.WYSER ENGINEERING SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BY THE OWNER OR CONTRACTOR FROMTHE APPROVED CONSTRUCTION PLANS THAT MAY RESULT IN DISCIPLINARY ACTIONS BY REGULATORY AGENCIES.4.IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME APPARENT, IT SHALL BE BROUGHT TO THE ATTENTION OFTHE ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR.5.ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS AND PUBLIC EASEMENTS SHALL BE IN ACCORDANCE WITHAPPLICABLE REQUIREMENTS.PROPOSEDBUILDING 3FFE = 1385.16PROPOSEDBUILDING 4FFE = 1385.16PROPOSEDBUILDING 5FFE = 1385.16PROPOSEDBUILDING 6FFE = 1385.16PROPOSEDBUILDING 2FFE = 1385.16PROPOSEDBUILDING 1FFE = 1385.16PROPOSEDBUILDING 7FFE = 1386.25PROPOSEDBUILDING 8FFE = 1386.25PROPOSEDBUILDING 9FFE = 1386.25PROPOSEDBUILDING10FFE = 1386.25PROPOSEDBUILDING11FFE = 1386.25PROPOSEDBUILDING 12FFE = 1386.25NOTE:SPOT GRADES ARE AS FOLLOWS: EP - EDGE OF ASPHALT PAVEMENT FG - FINISH GRADE RIM - STRUCTURE RIM
STMSTMSTMSTMSTMWATWATSANWATWAT WAT WAT WAT WAT WAT WAT WATWATWATWATSTMSTM
STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM WATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSAN STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMWATSANWATSANWATSANSANSTMSTMSTMSTM STM INLNO. 7P -
2
P - 1P - 3P - 4P - 8P - 12P - 16P - 17P - 18P - 19P - 15 P - 14 P - 13P - 9P - 10P - 11P - 7 P - 6 P - 5
STM MHNO. 6STM INLNO. 8STM INLNO. 9STM INLNO. 10STM INLNO. 11STM INLNO. 12STM INLNO. 13STM INLNO. 14STM INLNO. 15STM INLNO. 16STM INLNO. 17STM INLNO. 18STM INLNO. 19STM INLNO. 20STM AESNO. 5STM AESNO. 3STM AESNO. 2STM AESNO. 1SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SANSANSANSTM AESNO. 4STORAGESHOPUSA - HAYWARD
TOWN OF HAYWARD, SAWYER COUNTY, WIHearing Impaired TDD (800) 542-2289C300LEGEND (PROPOSED)1.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 BEVERIFIED IN THE FIELD DURING CONSTRUCTION.3.CONTRACTOR SHALL VERIFY ALL ELEVATIONS, LOCATIONS, AND SIZES OF SANITARY, WATER AND STORM LATERALS AND CHECK ALL UTILITYCROSSINGS FOR CONFLICTS.4.THE PROPOSED IMPROVEMENTS MUST BE CONSTRUCTED IN ACCORDANCE WITH ENGINEERING PLANS DESIGNED TO MEET ORDINANCES ANDREQUIREMENTS 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 ARETO BE REPORTED TO THE ENGINEER AND RESOLVED PRIOR TO THE START OF CONSTRUCTION.·OBTAINING ALL PERMITS INCLUDING PERMIT COSTS, TAP FEES, METER DEPOSITS, BONDS, AND ALL OTHER FEES REQUIRED FORPROPOSED WORK TO OBTAIN OCCUPANCY.·VERIFYING UTILITY ELEVATIONS AND NOTIFYING ENGINEER OF ANY DISCREPANCY. NO WORK SHALL BE PERFORMED UNTIL THEDISCREPANCY 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 TO ARRANGE FORAPPROPRIATE CONSTRUCTION OBSERVATION.9.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE ENGINEER WITH AS-BUILT CONDITIONS OF THE DESIGNATED IMPROVEMENTS INORDER THAT THE APPROPRIATE DRAWINGS CAN BE PREPARED, IF REQUIRED. ANY CHANGES TO THE DRAWINGS OR ADDITIONAL ITEMS MUSTBE REPORTED TO THE ENGINEER AS WORK PROGRESSES.10.ANY SANITARY SEWER , SANITARY SEWER SERVICES, WATER MAIN, WATER SERVICES, STORM SEWER, OR OTHER UTILITIES, WHICH AREDAMAGED BY THE CONTRACTORS, SHALL BE REPAIRED TO THE OWNER'S SATISFACTION AT THE CONTRACTOR'S EXPENSE. NO BLASTING ISALLOWED WITHIN 30 FEET OF EXISTING UTILITIES.11.ALL PRIVATE INTERCEPTOR WATER MAIN AND WATER SERVICES SHALL BE INSTALLED WITH A 6' MINIMUM BURY. PROVIDE INSULATION ABOVEPIPES WITH LESS THAN 5' OF GROUND COVER.12.GRANULAR BACKFILL MATERIALS ARE REQUIRED IN ALL UTILITY TRENCHES UNDER SIDEWALKS AND PROPOSED PAVED AREAS (UNLESSOTHERWISE SPECIFIED BY A GEOTECHNICAL ENGINEER). ALL UTILITY TRENCH BACKFILL SHALL BE COMPACTED PER SPECIFICATIONS. ALLPAVEMENT PATCHING SHALL COMPLY WITH THE TOWN OF HAYWARD STANDARD SPECIFICATIONS. ADDITIONAL PAVEMENT MILLING ANDOVERLAY MAY BE REQUIRED BY PERMIT.13.CONTRACTOR SHALL NOTIFY THE MUNICIPAL PUBLIC WORKS DEPARTMENT A MINIMUM OF 48 HOURS BEFORE CONNECTING TO PUBLICUTILITIES.14.ALL NON-METALLIC BUILDING SEWER AND WATER SERVICES MUST BE ACCOMPANIED BY MEANS OF LOCATING UNDERGROUND PIPE. TRACERWIRE VALVE BOXES SHALL BE INSTALLED ON ALL LATERALS AND AS INDICATED ON THESE PLANS.15.EXTERIOR CLEANOUTS SHALL BE PROVIDED AS REQUIRED BY SPS 382.35. ALL EXTERIOR CLEANOUTS SHALL BE PROVIDED WITH A FROSTSLEEVE IN ACCORDANCE WITH SPS 382.34(5)(a)b AND SPS 384.30(2)(c).16.ALL PRIVATE PLUMBING MATERIALS SHALL CONFORM TO SPS 384.30.17.ALL PRIVATE PIPE JOINTS SHALL BE INSTALLED PER SPS 384.40.18.ALL PRIVATE WATER PIPE, INCLUDING DEPTH AND SERRATION REQUIREMENTS, SHALL BE IN ACCORDANCE WITH SPS 382.40(8).19.THE CONTRACTOR SHALL ALLOW 10 WORKING DAYS FOR THE CONSTRUCTION OF GAS MAINS WHEN SCHEDULING THE WORK AND SHALL NOTRESTRICT ACCESS TO THE GAS MAIN CONTRACTOR OR OTHER UTILITY COMPANIES.20.CONTRACTOR SHALL VERIFY AND COORDINATE ALL UTILITY CONNECTIONS WITH THE BUILDING PRIOR TO CONSTRUCTION.21.THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO AS TO BE IN CONFORMANCE WITH THE TOWN EROSION CONTROL AND STORMWATERORDINANCE, AND DNR ADMINISTRATIVE RULE NR 216 AT ALL TIMES.UTILITY NOTESPROPOSED PROPERTY BOUNDARYBUILDING FOOTPRINTASPHALT PAVEMENTCONCRETE PAVEMENTPROPOSED WATER MAINPROPOSED SANITARY SEWERPROPOSED STORM SEWERSTORMWATER TREATMENT FACILITYWATSANSTMGENERAL NOTES1.UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA AS PROVIDED TO WYSER ENGINEERING.WYSER ENGINEERING SHALL NOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY ARISE AS A RESULT OF ERRONEOUSOR INCOMPLETE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO CONFIRM ALL ELEVATIONS, GENERAL DRAINAGE ANDEARTHWORK REQUIREMENTS PRIOR TO CONSTRUCTION.2.CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & TO WORK WITHIN THE TOWN'S/COUNTY'S LAND IF REQUIRED.3.WYSER ENGINEERING SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BY THE OWNER OR CONTRACTOR FROMTHE APPROVED CONSTRUCTION PLANS THAT MAY RESULT IN DISCIPLINARY ACTIONS BY REGULATORY AGENCIES.4.IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME APPARENT, IT SHALL BE BROUGHT TO THE ATTENTION OFTHE ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR.5.ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS AND PUBLIC EASEMENTS SHALL BE IN ACCORDANCE WITHAPPLICABLE REQUIREMENTS.186 LF OF 6" PVC @ 1.04%28 LF OF 4" PVC @ 2.08%(TYP FOR BLD 5-6)43 LF OF 1 1/4" PEX TUBING(TYP. FOR BLD 4-6)PRIVATE WATER MAINCONTROL VALVE320 LF OF 2" PEX TUBINGPROPOSEDBUILDING 3FFE = 1385.16PROPOSEDBUILDING 4FFE = 1385.16PROPOSEDBUILDING 5FFE = 1385.16PROPOSEDBUILDING 6FFE = 1385.16PROPOSEDBUILDING 2FFE = 1385.16PROPOSEDBUILDING 1FFE = 1385.16174 LF OF 6" PVC @ 1.58%23 LF OF 1 1/4" PEX TUBING(TYP. FOR BLD 1-3)38 LF OF 4" PVC @ 2.08%(TYP FOR BLD 1-2)SANITARY MANHOLE NO. 348" DIA MANHOLENEENAH R-1550, SOLID,NON-ROCKING, LIDRIM = 1384.62E I.E. = 1378.50 (4" PVC)W I.E. = 1378.50 (4" PVC)S I.E. = 1378.40 (6" PVC)SANITARY MANHOLE NO. 548" DIA MANHOLENEENAH R-1550, SOLID,NON-ROCKING, LIDRIM = 1385.72E I.E. = 1379.59 (4" PVC)W I.E. = 1379.59 (4" PVC)S I.E. = 1379.49 (6" PVC)45°BEND (2)INVERT OF 6" PIPE ATSEPTIC CONNECTIONPOINT = 1372.94186 LF OF 6" PVC @ 1.04%CURB STOP IN EACHWATER SERVICE, TYP.COUNTY HWY K43 LF OF 1 1/4" PEX TUBING(TYP. FOR BLD 10-12)23 LF OF 1 1/4" PEX TUBING(TYP. FOR BLD 7-9)32 LF OF 4" PVC @ 2.08%(TYP FOR BLD 4 & 10)42 LF OF 4" PVC @ 2.08%(TYP FOR BLD 3 & 9)PROPOSEDBUILDING 9FFE = 1386.25PROPOSEDBUILDING10FFE = 1386.25PROPOSEDBUILDING11FFE = 1386.25PROPOSEDBUILDING12FFE = 1386.25PROPOSEDBUILDING 8FFE = 1386.25PROPOSEDBUILDING 7FFE = 1386.2528 LF OF 4" PVC @ 2.08%(TYP FOR BLD 10-11)38 LF OF 4" PVC @ 2.08%(TYP FOR BLD 8-9)SANITARY MANHOLE NO. 248" DIA MANHOLENEENAH R-1550, SOLID,NON-ROCKING, LIDRIM = 1384.50N I.E. = 1375.65 (6" PVC)E I.E. = 1375.55 (6" PVC)W I.E. = 1375.65(6" PVC)SANITARY MANHOLE NO. 448" DIA MANHOLENEENAH R-1550, SOLID,NON-ROCKING, LIDRIM = 1385.50N I.E. = 1377.68 (6" PVC)E I.E. = 1377.58 (6" PVC)174 LF OF 6" PVC @ 1.04%295 LF OF 2" PEX TUBING45°BEND (2)PROVIDE INSULATION ABOVETHE WATERLINE AT ALLLOCATIONS WHERE STORMLINE CROSSES WATER LINEPROVIDE CAP FORALL PROPOSEDPIPE STUBSSANITARY MANHOLE NO. 148" DIA MANHOLENEENAH R-1550, SOLID,NON-ROCKING, LIDRIM = 1384.50E I.E. = 1373.52 (6" PVC)W I.E. = 1373.62 (6" PVC)56 LF OF 6" PVC @ 1.04%
STORAGESHOPUSA - HAYWARD
TOWN OF HAYWARD, SAWYER COUNTY, WIC400FLOWDIRECTIONSEE PLANS FOR ANCHOR TRENCH LOCATIONSCHANNEL 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'SRECOMMENDATIONS. 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" DEEPSOIL PILEFROMTRENCHFLOWSTEP 1STEP 2STAPLES ARE THROUGHBOTH BLANKETSBLANKET OVERLAP,2"-4"FLOW6" OVERLAP2 ROWS OF STAPLES4" APARTFLOW2 ROWS OF STAPLES: 4"SPACING BETWEENROWS, 12" SPACINGBETWEEN STAPLES2 ROWS OF STAPLES: 4"SPACING BETWEENROWS, 12" SPACINGBETWEEN STAPLESANCHOR TRENCH DETAILGENERAL STAPLE PATTERN:USE MANUFACTURER'S RECOMMENDATIONS. MAXIMUMDISTANCE BETWEEN STAPLES IS 4 FEET.FLOWDIRECT
ION WOVEN GEOTEXTILE FABRICANCHOR TRENCHSECURE FABRIC TO POST WITH 0.5" STAPLESIN 5 PLACES MIN.SUPPORT CORD118 " x 118 " x 48" (MIN.) AIR OR KILN DRIEDHICKORY OR OAK POSTSGEOTEXTILE FABRIC18" MIN. POLYESTEROR NYLON SUPPORTCORDFLOW4" WIDE x 6" DEEPANCHOR TRENCH8" MIN. GEOTEXTILE INANCHOR TRENCHBACKFILL AND COMPACTANCHOR TRENCH+ 24"FLOWMATERIAL 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 FENCE48" MIN.FOLD 3"MAX.6' TYP. / 8' MAX.20" MIN. POSTBURIAL1" TOPSOIL(TO BE SEEDED)EROSION CONTROLREVEGETATIVE MAT3" TOPSOILTURF REINFORCEMENT MATNOTE: VARIATION ON INSTALLATION PROCEDURESMAY OCCUR. REFER TO MANUFACTURER'SRECOMMENDED INSTALLATION GUIDELINES.TURF REINFORCEMENTINSTALLATION DETAILCLASS III, TYPE C(BOTTOM AND SIDES)CLASS III, TYPE A (TOP)GEOTEXTILE FABRIC (IF NECESSARY)EXISTING ROAD50'12" MIN.12' MIN.REFER TO MATERIALS NOTESMATERIAL NOTESINSTALLATION NOTESINSPECTION & MAINTENANCE NOTESCONSTRUCTION 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" 0-5TABLE 1THE 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 NOTESINLET PROTECTIONREPLACEABLE WOVENGEOTEXTILESEDIMENT BAGTYPICAL ROUNDINLET FILTEROPTIONAL 4" X 6"ADDITIONAL OVERFLOWHOLES IN 4 PLACES ASSPECIFIED BY WISDOTSTAINLESSSTEELCLAMPING BANDLIFT HANDLES11 GAUGE STEELSUSPENSIONSYSTEMSTANDARD 2"OVERFLOWAREA2-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 GRATEMATERIALTHICKNESSSPECIFICATIONBITUMINOUS UPPER LAYER2.25"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 THICKNESS16.5"PAVEMENT SECTIONS1.SPECIFICATIONS BASED ON GEOTECHNICAL REPORT AS PREPARED BY CGC, INC., DATEDNOVEMBER 23, 2022. IF ANY DISCREPANCY BETWEEN THIS DETAIL AND THEGEOTECHNICAL REPORT IS FOUND, THE GEOTECHNICAL REPORT HOLDS.2.LIGHT DUTY AREAS (REFERS TO THE STRIPED PARKING AREAS ONLY). MAY HAVEREDUCED BITUMINOUS UPPER LAYER TO 1.75" AND DGB TO 10.0".3.UNDERCUTTING IS LIKELY BASED ON UNDERLYING CLAY SOILS. ASSUME 30% OF SITEWILL REQUIRE UNDERCUTTING. UNDERCUT SECTION ASSUMED TO BE 12" OF 3" DGBOVER BIAXIAL GEOGRID (TENSAR BX TYPE 1 OR EQUAL). FINAL DETERMINATION BASEDON FIELD PROOF-ROLL.4.COMPACTION REQUIREMENTS4.1.BITUMINOUS CONCRETE: REFER TO SECTION 460-3.4.2.BASE COURSE: REFER TO SECTION 301.3.4.2, STANDARD COMPACTION5.MIXTURE TYPE LT BITUMINOUS PAVEMENT IS RECOMMENDED FOR THE PARKING AREA,TYPE MT WITH AN "H GRADE" FOR THE DOCK AREA, REFER TO SECTION 460, TABLE460-2 OF THE STANDARD SPECIFICATIONS.6.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 8.0"**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. BASED ON CURRENT GEOTECHNICALRECOMMENDATIONS; 12" DGB TO BE ADDED BELOW 6" LAYER WITH ADDITIONAL BIAXIALGEOGRID (TENSAR BX TYPE I OR EQUIVALENT)ANCHOR TRENCHDIRECTION OFSURFACE FLOW1.DIG 6" X 6" TRENCH2.LAY BLANKET IN TRENCH3.STAPLE AT 1.5' INTERVALS4.BACKFILL WITH NATURAL SOIL AND COMPACT5.BLANKET LENGTH SHALL NOT EXCEED 100' WITHOUTAN ANCHOR TRENCHEROSION CONTROL BLANKET INSTALLATIONSTAPLE DENSITY SHALL BE A MINIMUMOF 3 U-SHAPED 8", 11 GAUGE METALSTAPLES PER SQUARE YARD (THIS MAYVARY AS DIRECTED BY GOVERNINGAUTHORITY).6"6"1' TO 3'OVERLAP LONGITUDINALJOINTS MINIMUM OF 6"ANCHOR TRENCH (SEE DETAIL ANDNOTES BELOW)OVERLAP END JOINTS MINIMUM OF 6"AND STAPLE OVERLAP AT 1.5'INTERVALS.EROSION CONTROL BLANKET(SEEDED AREAS) ON SIDE SLOPES OF 3:1 ORGREATER.BIO-DEGRADABLE, DOUBLE NETTED, LIGHT DUTY (WisDOT CLASS 1 TYPE B)
STORAGESHOPUSA - HAYWARD
TOWN OF HAYWARD, SAWYER COUNTY, WIC401 RIP RAP AND ENDWALLCROSS SECTION B-BCROSS SECTION A-ASLOPED/FLAT SWALE DISCHARGEAND FLAT POND DISCHARGESLOPED POND DISCHARGEPLAN VIEWDW - SEE CHARTL - SEE CHARTPER PLANS3D MIN.AABBEXTENDGEOTEXTILEFILTER FABRIC12' PAST ENDOF RIP RAPEXTEND GEOTEXTILEFILTER FABRIC 12"PAST END OF RIP RAPGEOTEXTILEFILTER FABRIC,TYPE HRGEOTEXTILE FILTERFABRIC, TYPE HRNOTE: RIPRAP SHALLEXTEND TO TOE OFSLOPE MIN.12" MIN.RIPRAP(SEE CHART)RIPRAP(SEE CHART)MIN. 1/2 D12" MIN.EXTEND RIPRAPTO SPRING LINEOF ENDWALLENDWALLGEOTEXTILE FILTERFABRIC, TYPE HRRIPRAP(SEE CHART)MN. 1/2 D1) JOINT TIES SHALL BE INSTALLED AT THE LAST(DOWNSTREAM) TWO JOINTS ON ANY PIPE RUN ENDING INAN APRON ENDWALLSTRUCTUREWLDEPTHTYPESTM AE NO. 15.7'4.0'1.5'LIGHT RIPRAPSTM AE NO. 34.7'3.3'1.5'LIGHT RIPRAPSTM AE NO. 511.3'8.0'1.5'LIGHT RIPRAP6" TOP SOILNATIVE SOILS>31INFILTRATION DEVICES ARE DESIGNED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES (WDNR), COUNTY, MUNICIPALITY, AND ENGINEERING STANDARD OF CARE. ALLDESIGNATED INFILTRATION AREAS (e.g. RAIN GARDENS, INFILTRATION BASINS, BIORETENTION DEVICES) SHALL BE FENCED PRIOR TO CONSTRUCTION AND REMAIN UNDISTURBED AND PROTECTED DURING THE CONSTRUCTIONOF PROPOSED SITE IMPROVEMENTS. PROPOSED BIORETENTION DEVICES SHALL NOT BE CONSTRUCTED UNTIL THE DEVICE'S CONTRIBUTING WATERSHED AREA MEETS ESTABLISHED VEGETATION REQUIREMENTS SET FORTHWITHIN THE RESPECTIVE WDNR TECHNICAL STANDARDS. IF THE LOCATION OF THE INFILTRATION AREA CONFLICTS WITH CONSTRUCTION STAGING AND/OR CONSTRUCTION TRAFFIC AND IS DISTURBED, COMPACTIONMITIGATION WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE.THE CONTRACTOR IS REQUIRED TO PROVIDE QUALIFIED STAFF FOR INSPECTION AND OBSERVATION OF THE CONSTRUCTION ACTIVITIES RELATING TO ALL JOB SITE REGULATORY COMPLIANCE INCLUDING THE PROTECTIONAND 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 OFTHE WDNR TECHNICAL STANDARD 1004 - BIORETENTION FORINFILTRATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ACOPY OF THIS STANDARD AND CONSTRUCT THE BIORETENTIONDEVICE IN ACCORDANCE WITH THE REQUIREMENTS OUTLINEDTHEREIN.2.CONTRACTOR SHALL INSTALL NATIVE PLANT PLUGS IN THE BASIN ANDINSTALL A CLASS II EROSION CONTROL MAT (OVERLAPPED ANDANCHORED WITH MIN. 6" LONG HARDWOOD STAKES). CUT AN "X" INTHE MATTING AND AUGER DOWN TO PLACE APPROPRIATE PLANTINGPLUGS EVERY 12 INCHES ON CENTER.3.CONTRACTOR SHALL INSTALL 24" OF ENGINEERED SOIL CONSISTINGOF: 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%BY WEIGHT.5.SAND/NATIVE SOIL INTERFACE LAYER SHALL BE FORMED BY A LAYEROF SAND 3 INCHES DEEP, WHICH IS VERTICALLY MIXED WITH THENATIVE SOIL TO A DEPTH OF 2-4 INCHES. A CONSTRUCTIONREPRESENTATIVE MUST BE ON SITE DURING OVER EXCAVATION TOAPPROVE OF THE 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 4FEET CENTERED OVER THE FLOW LINE OF THE PIPE.7.ANNUAL RYE GRASS SHALL BE SEEDED AT 40 LB/ACRE WITH THE SEEDMIX IN THE AREAS SURROUNDING THE BASIN, ON SIDE SLOPES, ANDOVER ANY LAND THAT DISCHARGES INTO THE BASIN FOR EROSIONCONTROL WHEN BASIN IS BROUGHT ON-LINE. ROOTSTOCK AND PLUGSARE REQUIRED TO ESTABLISH VEGETATION AT THE INVERT OF THEBASIN.8.RUNOFF MUST INFILTRATE WITHIN 24-HOURS. BASINS UNABLE TOMAINTAIN THESE RATES MUST BE DEEP TILLED, REGRADED, AND IFNECESSARY REPLANTED TO RESTORE ORIGINAL INFILTRATION RATES.9.ALL WORK TO BE CONDUCTED IN CONFORMANCE WITH APPLICABLELOCAL, 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. 5.SECTIONN.T.S.3' (MIN.) GRAVEL ORSAND STORAGE LAYER24" ENGINEEREDSOILS LAYERREFER TO BIORETENTION BASIN PLANTING DETAIL.RANDOMIZED PLANT PLUG SPECIES LOCATION IN BASIN.AB10" HDPEI.E. = 1379.75STM STM STMSTMSTMSTMSTMBIORETENTION DEVICEBERM= 1382.01379.01377.01374.0OBSERVATION WELL - 6" SLOTTEDPVC PIPE ANCHORED VERTICALLYTO A FOOTPLATE AT THE NATIVESOIL INTERFACE. TOP OF WELL TOBE PLACED AT THE TOP OF BERMELEVATION. TOP OF WELL TO HAVEA SECURED ABOVEGROUND CAP.OVERFLOW WEIR = 1381.5REFER TO GENERALNOTE NO. 6REFERENCEBIORETENTION BASIN 1TP-11374.2-1369.5Sand3.6NONESOIL DEPTHSOIL TYPEINFILTRATIONRATELIMITINGLAYERSTMSTMDEPRESSED AREA FOR PLANTINGS - SEE GRADING PLANPLANT SPACING TO BE 12" O.C., STAGGEREDPRAIRIE WILDFLOWERS AND GRASSES.SEE ABOVE FOR PLANT MIX.I N F I L T R A T I O N OVERLAND FLOW/DOWNSPOUTSCONTRIBUTE WATERCOCONUT FIBER MATPLANTS; EQUAL MIX 2 1/2" PLUGS. RANDOM PLANT. BEFORE PLANTINGButterfly Weed, Blue False Indigo, White False IndigoPurple Coneflower, Blue Flag Iris, Cardinal FlowerMarsh Blazingstar, Brown Eyed Susan, Stiff GoldenrodBottlebrush Sedge, Fox Sedge, Torrey's Rush*WATERING REQUIREMENTS: WATER PLANTINGS REGULARLY DURING THE FIRST SIX TO EIGHT WEEKS AFTERPLANTING FOR HIGHER GERMINATION AND SEEDLING SURVIVAL. WATER ENOUGH TO KEEP THE SOIL MOIST,EVERY OTHER DAY FOR 15 TO 30 MINUTES. WATER IN THE EARLY MORNING, AS WATERING DURING THE DAYCAN BE INEFFECTIVE AND WASTEFUL. AFTER EIGHT WEEKS, WATER ONLY IF IT DOES NOT RAIN FOR ONE WEEK.BIORETENTION BASIN PLANTING DETAIL5:15:1TOP OF BERMELEVATION = 1382.0WEIR OVERFLOWELEVATION = 1381.510'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.BIORETENTION BASINOVERFLOW WEIRNTS