HomeMy WebLinkAbout2023-08-25 Sounders - Civil - ASI-004 - StampedLegendPROPERTY LINEDo not use BlockEdit, Use LEGEND to editEX CONTOUR (INDEX)EX CONTOURCONTOUR (INDEX)CONTOURGRADE BREAKSPOT ELEVATION5554STORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%SANITARY SEWERSANITARY MH/CO8" SS @ xx%FH/FDC/PIV/VALVEWATER VAULT/METERFHFDCPIVWVWATER MAIN12" DI WFOOTING DRAINDETENTION SYSTEMDRAINAGE SWALEWETLANDCONCRETE RETAININGWALLROCKERY WALLEXISTING STREAMASPHALT PAVEMENTFRENCH DRAINFOOTING DRAINROCK OUTFALL PADPROPOSED STORMWATERFEATUREEXISTING STORMWATERFEATURESYNTHETIC TURFGRASSFLOOD MITIGATIONSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSD
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SDxSDxCONNECT TO EXDRAINAGE SYSTEMFOR REROUTE21.50STORM MAINREROUTESD C01 CB TYPE II - 72"RIM=20.52IE=11.91 24"(OUT)WW/ SOLID LOCKING LIDW/OIL POLLUTION CONTROLTEE PER 2/C3.21SD C03 CB TYPE II - 48"RIM=21.50IE=11.61 24"(IN)NIE=11.61 24"(OUT)WW/ SOLID LOCKING LIDPROPOSED BUILDING4.5'288 LF 24" PVC @ 0.5%UNDER FIELD FLOODMITIGATION REQUIREDSTORAGE VOLUME=583,800 CFPROVIDED VOLUME=584,020 CF2C3.21FINISHED GRADE OF FIELD = 21.5TC 21.09BC 20.59TC 21.10BC 20.60TC 21.75BC 21.25TC 21.88BC 21.38TC 21.10BC 20.60TC 20.92BC 20.42TC 20.91BC 20.41TC 21.53BC 21.03TC 21.00BC 20.50TC 20.99BC 20.49TC 21.01BC 20.51TC 21.01BC 20.51SD C02 CB TYPE II - 48"RIM=21.50IE=11.82 24"(IN)EIE=11.82 24"(OUT)SW/ SOLID LOCKING LID18 LF 24" PVC @ 0.5%43 LF 24" PVC @ 0.5%SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSD
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SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSD
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SDxSDxSTORM RUN 6SEE SHEET6C3.32UNDER FIELD DRAINAGEPER FIELD DESIGNERFINISHED GRADE OF FIELD = 21.5TC 21.50BC 20.58TC 21.50BC 20.84IE=15.28 4"(IN)SFFE=21.7521.7321.5021.5021.7321.7321.5021.5021.50TC 21.50BC 20.58TC 21.50BC 20.5821.7321.73SD E03 SDCORIM=21.50IE=18.91 6"(IN)SEIE=18.91 8"(OUT)W42 LF 6" PVC @ 0.5%SD E01 CB TYPE IRIM=20.99IE=19.12 6"(OUT)NW21.50TC 21.26BC 20.76TC 20.93BC 20.43TC 20.88BC 20.38TC 21.25BC 20.75TC 20.77BC 20.27TC 20.79BC 20.29TC 21.17BC 20.67CONNECT TO FIELDUNDERDRAIN801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)TED-40-4238
SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER
LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON30R01020401"=20'GRADING &DRAINGE PLANCONTINUED - SEE SHEET C3.11CONTINUED - SEE SHEET C3.07
CONTINUED - SEE SHEET C3.05CONTINUED - SEE SHEET C3.09
NOTE: STORM SYSTEM SHALL BE PRIVATEUNLESS OTHERWISE NOTED.NOTE: STORM SYSTEM SHALL HAVE OPENGRATE (HERRINGBONE), UNOINFRASTRUCTURE ENCLOSUREASI-004JAS8/25/23WCAa separate buildingpermit is required forthe building.DEVELOPMENT ENGINEERINGNJanders 10/05/2023
LegendPROPERTY LINEDo not use BlockEdit, Use LEGEND to editEX CONTOUR (INDEX)EX CONTOURCONTOUR (INDEX)CONTOURGRADE BREAKSPOT ELEVATION5554STORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%SANITARY SEWERSANITARY MH/CO8" SS @ xx%FH/FDC/PIV/VALVEWATER VAULT/METERFHFDCPIVWVWATER MAIN12" DI WFOOTING DRAINDETENTION SYSTEMDRAINAGE SWALEWETLANDCONCRETE RETAININGWALLROCKERY WALLEXISTING STREAMASPHALT PAVEMENTFRENCH DRAINFOOTING DRAINROCK OUTFALL PADPROPOSED STORMWATERFEATUREEXISTING STORMWATERFEATURESYNTHETIC TURFGRASSFLOOD MITIGATION201819212017181921UNDER FIELD DRAINAGEPER FIELD DESIGNER100 YEARFLOODPLAINELEVATIONBFE=20.0FINISHED GRADE OF FIELD = 21.5UNDER FIELD FLOODMITIGATION REQUIRED STORAGEVOLUME=583,800 CFPROVIDED VOLUME=584,020 CF2C3.21FINISHED GRADE OF FIELD = 21.521.5021.5021.50SD E04 SDCORIM=21.50IE=18.91 6"(IN)NEIE=18.91 8"(OUT)W42 LF 6" PVC @
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5%SD E02 CB TYPE IRIM=20.99IE=19.12 6"(OUT)SW21.5021.50CONNECT TO FIELDUNDERDRAIN01020401"=20'801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)TED-40-4238
SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER
LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON33RGRADING &DRAINGE PLANCONTINUED - SEE SHEET C3.10
CONTINUED - SEE SHEET C3.08CONTINUED - SEE SHEET C3.12
NOTE: STORM SYSTEM SHALL BE PRIVATEUNLESS OTHERWISE NOTED.NOTE: STORM SYSTEM SHALL HAVE OPENGRATE (HERRINGBONE), UNOINFRASTRUCTURE ENCLOSUREASI-004JAS8/25/23WCADEVELOPMENT ENGINEERINGNJanders 10/05/2023
LegendPROPERTY LINESANITARY SEWERSANITARY MH/CO8" SS @ xx%STORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%FH/FDC/PIV/VALVEWATER VAULT/METERFHFDCPIVWVWATER MAIN12" DI WDo not use BlockEdit, Use LEGEND to editSITE/ STREET LIGHTING23 LF 6" DI CL52110 LF 4" DI CL528'175 LF 12" DI CL52SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSD
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SDxSDx(1) 12"x6" TEE (FL)(1) 12" GATE VALVE (FLxMJ)(1) 12" FLxMJ ADAPTER(1) 6" GATE VALVE (FLxMJ)FIRE HYDRANT PER CORSTD. PLAN 310.1STA 10+16SS#05 SSMH - 48"RIM=20.56IE=14.77 8"(IN)NWIE=14.67 8"(OUT)EPER COR STD. PLAN400.1 AND 401.2(PRIVATE)231 LF 8" PVC @ 0.8%(1) 12"x6" TEE (FL)(1) 12" GATE VALVE (FLxMJ)(1) 12" FLxMJ ADAPTER(1) 6" GATE VALVE (FLxMJ)FIRE HYDRANT PER CORSTD. PLAN 310.1STA 11+17101 LF 12" DI CL523" WATER METER, PERCOR STD DTL 320.411 LF 12" DI CL525 LF 12" DI CL5229 LF 4" DI CL52FUTURE LOCATION FOR 2" WATERMETER, PER COR STD DTL 320.27 LF 4"DI CL5210 LF 4" DI CL529 LF 6" DI CL52(1) 12" POLY PIG STATION ATEND OF WATER MAIN PERCOR STD. PLAN 300.7STA 10+00(1) 4" 90° BEND (MJ)FFE=21.75(1) 12"x4" TEE (FL)(1) 4" GATE VALVE (FLxMJ)THRUST BLOCK PER CORSTD. PLAN 330.1STA 10+1115' WATEREASEMENT, TYP10+0011+0012+0010+5011+50FUTURE LOCATION FOR 2"RPBA, PER COR STD DTL 360.1(PRIVATE)(PRIVATE)SS#05A SSCORIM=21.50IE=18.14 8"(IN)NWIE=18.14 8"(OUT)SECLEANOUT(PRIVATE)89 LF 8" PVC @ 3.8%01020401"=20'CONTINUED - SEE SHEET C4.11CONTINUED - SEE SHEET C4.07
CONTINUED - SEE SHEET C4.05CONTINUED - SEE SHEET C4.09801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER
LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER PR22-000301CITY OFRENTONUTILITY PLANS-423806 W-423806WTRP-27-4238WWP-27-4238
INFRASTRUCTURE ENCLOSUREASI-004JAS8/25/23WCADEVELOPMENT ENGINEERINGNJanders 10/05/2023
Sewer 1Scale: 1"=5' V. 1"=20' H5101520253020+0021+0022+0023+0024+00PROPOSEDSTORAGEFACILITYPROPOSEDGRADE12" EX STORMIE=14.1412" EX STORMIE=15.5012" EX STORMIE=16.0412" EX STORMIE=15.9112" EX STORMIE=16.0912" EX STORM X'INGIE=16.011.7'12" EX WATER(DEPTH NOT SURVEYED)IE=15.632.8'
3.6'SS#05 SSMH - 48"RIM=20.56IE=14.77 8"(IN)NWIE=14.67 8"(OUT)EPER COR STD. PLAN400.1 AND 401.2(PRIVATE)SS#04 SSMH - 48"RIM=20.36IE=12.77 8"(IN)WIE=12.67 8"(OUT)EPER COR STD. PLAN400.1 AND 401.2(PRIVATE)231 LF 8" PVC @ 0.8%182 LF 8" PVC @ 1.0%2'3.6'0.5'BASE FLOODELEVATION=20.01.5'1.9'6" WATERIE=16.601.8'(PRIVATE)(PRIVATE)(PRIVATE)89 LF 8" PVC @ 3.8%SS#05A SSCORIM=21.50IE=18.14 8"(IN)NWIE=18.14 8"(OUT)SECLEANOUT(PRIVATE)5101520253025+0026+0027+0012" EX STORMIE=15.7324" EX STORMIE=15.1490' R/W3.6'SS#03 SSMH - 48"RIM=20.37IE=10.85 8"(IN)WIE=10.75 8"(OUT)NPER COR STD. PLAN400.1 AND 401.2(PRIVATE)89 LF 8" PVC @ 1.0%4'SS#02 SSMH - 48"RIM=20.38IE=9.87 8"(IN)SIE=9.77 8"(OUT)EPER COR STD. PLAN400.1 AND 401.2(PRIVATE)SS#01 SSMH - 48"RIM=21.10IE=9.39 8"(IN)WIE=9.29 8"(OUT)EPER COR STD. PLAN400.1 AND 401.140 LF 8" PVC @ 1.0%49 LF 8" PVC @ 1.0%BASE FLOODELEVATION=20.0(PRIVATE)5'Sewer Profile 1801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER
LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER PR22-000301CITY OFRENTONSEWER PROFILESS-423813WWP-27-4238Sewer Profile 1 con'tKING COUNTY SEWER CONFIRMATION4JAS8/29/23WCAINFRASTRUCTURE ENCLOSUREASI-004JAS8/25/23WCAPUBLIC SEWER MANHOLE ADJUSTMENT5JAS9/27/23WCADEVELOPMENT ENGINEERINGNJanders 10/05/2023
LegendPROPERTY LINEASPHALT PAVEMENTCONCRETE PAVEMENTGRAVELCONCRETE RETAINING WALLCONCRETE CURBDo not use BlockEdit, Use LEGEND to editSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSD
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SDxSDxREPLACE VERTICALCURB IN KIND PERCOR STD. PLAN - 1018'4'NEWVERTICALCURBCONCRETE SIDEWALKPER DTLPATCH ASPHALTPER COR STD.PLAN-110PATCH ASPHALTPER COR STD.PLAN-110PATCH ASPHALTPER COR STD.PLAN-110SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSD
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SDxSDx8C5.204C5.216C5.20NEWVERTICALCURBASPHALT PAVEPER DTL10C5.20CONCRETE SIDEWALKPER DTL6C5.202C5.2001020401"=20'PAVING PLAN54R801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)TED-40-4238
SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER
LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTONCONTINUED - SEE SHEET C5.11CONTINUED - SEE SHEET C5.07
CONTINUED - SEE SHEET C5.05CONTINUED - SEE SHEET C5.09INFRASTRUCTURE ENCLOSUREASI-004JAS8/25/23WCADEVELOPMENT ENGINEERINGNJanders 10/05/2023
LegendPROPERTY LINEASPHALT PAVEMENTCONCRETE PAVEMENTGRAVELCONCRETE RETAINING WALLCONCRETE CURBDo not use BlockEdit, Use LEGEND to edit100 YEARFLOODPLAINELEVATIONASPHALT PAVEPER DTL10C5.20801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)TED-40-4238
SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER
LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTON01020401"=20'PAVING PLAN2RCONTINUED - SEE SHEET C5.10
CONTINUED - SEE SHEET C5.08CONTINUED - SEE SHEET C5.12INFRASTRUCTURE ENCLOSUREASI-004JAS8/25/23WCADEVELOPMENT ENGINEERINGNJanders 10/05/2023
9Not Used6Cement Concrete Sidewalk5Cement Concrete Curbs7Curb and Gutter Replacement DetailJOINT SPACINGDEPTH (SD)SEALANT RESERVOIR TABLEWIDTH (W)PAVEMENT DEPTHJOINT SPACINGJOINT SPACING TABLEDETAIL ANOTE:CONCRETE PAVINGSEE DETAILSAWCUT CONCRETE,USE BACKER ROD ANDFILL W/ SEALANT, SEERESERVOIR TABLE.WBUTYL ORPOLYPROPYLENEROPE ORBACKER RODPROVIDE CONSTRUCTION OR CONTROLJOINTS IN SLABS ON GRADE TO BREAKSLAB INTO RECTANGULAR AREAS, SEEJOINT SPACING TABLE BELOW. AREASTO BE APPROXIMATELY SQUARE ANDHAVE NO ACUTE ANGLES. JOINTLOCATIONS TO BE APPROVED BY THEARCHITECT.SEE ARCHITECTURALPLANS FOR STAMP PATTERN, COLORAND FINISH.5"6"7"8"10"12"14"9-11'11-13'13-15'15-17'18-21'20-25'25-28'9-14'11-14'15-17'15-18'20-25'25-28'1/8"1/8"1/4"1/4"1/2"1/2"1/4" MIN1/4" MIN3/8" MIN3/8" MIN1/2" MIN3/4" MIN1/4DSD1/4D10Asphalt Paving Section8Transverse Patch: Flexible/Rigid Pavement w/Overlay12Concrete Paving Control JointFINISHED GRADESUBGRADE12" (MIN) STRUCTURAL FILL AS REQUIRED OREXISTING SUBGRADE COMPACTED TO 95%MAX DENSITY PER ASTM D 15576" CRUSHED SURFACE BASE COURSECOMPACT TO 95% MAX DENSITY4" HMA CLASS 1/2" W/ PG 64-22ASPHALT BINDEREX UNDISTURBED PAVEMENTSUB-BASE MUST BE COMPACTED TO95% MAX DENSITY PER ASTM D 1557EXISTING ASPHALT12" MINSAWCUT, TACK AND MATCHEX ASPHALT FULL DEPTH801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTERED PROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.TED-40-4238
SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER
LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER -4238PR22-000301CITY OFRENTONPAVING DETAILS56RINFRASTRUCTURE ENCLOSUREASI-004JAS8/25/23WCADEVELOPMENT ENGINEERINGNJanders 10/05/2023