HomeMy WebLinkAboutstamped - 2024-06-13 Sounders Rev8_Maintenance AreaLegendPROPERTY 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" (EX)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=17.00 2"(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 FIELDUNDERDRAIN16 LF 2" PVC @ 1.1%SUMP PUMP IN WATER METER VAULTTO DISCHARGE NORTH VIA 2 INCHPIPE. PUMP TO BE LIBERTY 287 1/2 HPSUMP PUMP (OR APPROVED EQUAL)INSTALLED IN VAULT. IE=17.18 2" (OUT)21.5811.5311.5321.3711.7111.7120.9016.70FFE=21.75
FFE=21.75A SEPARATEBUILDING PERMITIS REQUIRED FORTHIS STRUCTUREA SEPARATE BUILDING PERMITIS REQUIRED FOR THISSTRUCTURE. FOUNDATIONS TOMAINTAIN 5FT SEPARATIONMINIMUM FROM EXISTINGSTORM.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 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-004JAS8/25/23WCASUMP PUMP IN WATER METER VAULT7JAS12/14/23WCAMAINTENANCE PAD REVISIONS8JAS5/13/24WCADEVELOPMENT ENGINEERINGnjanders 06/13/2024
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 FIELDUNDERDRAIN20.7621.29FFE=21.75FFE=24.004FT MAXIMUMHEIGHTSTRUCTURE WILLREQUIRESEPARATEBUILDING PERMITSELF CONTAINEDWASH STATIONLOCATIONA SEPARATEBUILDING PERMITIS REQUIRED FORTHIS STRUCTURE01020401"=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 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 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-004JAS8/25/23WCAMAINTENANCE PAD REVISIONS8JAS5/13/24WCADEVELOPMENT ENGINEERINGnjanders 06/13/2024
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 CL5280 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=14.77 8"(IN)WIE=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 CL52(2) 3/4" WATER METER,PER COR STD DTL 320.17 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+50PROVIDE (2) 3/4" RPBA,PER COR STD DTL 360.1(PRIVATE)(PRIVATE)SS#05A SSCORIM=21.50IE=18.14 8"(IN)WIE=18.14 8"(OUT)SECLEANOUT(PRIVATE)88 LF 8" PVC @ 3.9%25 LF 8" PVC @ 1.0%(PRIVATE)31 LF 4" DI CL52(1) 4" 45° BEND (MJ)8 LF 4" DI CL52(1) 4" 45° BEND (MJ)SUMP PUMP TO BE LIBERTY 287 1/2 HP SUMP PUMP(OR APPROVED EQUAL) INSTALLED IN VAULT20.6214.5714.5721.641213102174149 LF 1" POLY53 LF 6" PVC @ 4.2%5 LF 6" PVC @ 1.0%SS# 05D SSCORIM=21.50IE=17.22 6"(OUT)ECLEANOUT (PRIVATE)5 LF 8" PVC @ 3.5%(PRIVATE)(PRIVATE)(PRIVATE)SS#05C SSCORIM=21.50IE=18.58 8"(IN)WIE=18.58 8"(OUT)ECLEANOUT(PRIVATE)(PRIVATE)(PRIVATE)SS# 05E SSCORIM=21.63IE=17.55 6"(IN)SIE=17.55 6"(OUT)NCLEANOUT (PRIVATE)18 LF 1" POLY33 LF 8" PVC @ 1.0%12 LF 8" PVC @ 1.5%SS WYE CONNECTIONIE=17.22 6"(IN)SIE=17.22 6"(OUT)E01020401"=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-004JAS8/25/23WCAPRIVATE WATER AND SEWER PIPE REVISIONS6JAS11/8/23WCASUMP PUMP IN WATER METER VAULT7JAS12/14/23WCAMAINTENANCE PAD REVISIONS8JAS5/13/24WCA1" water service and3/4" meter shall beinstalled by Cityforces underseparate permit.DEVELOPMENT ENGINEERINGnjanders 06/13/2024
Sewer 1Scale: 1"=5' V. 1"=20' H5101520253020+0021+0022+0023+0024+00PROPOSEDGRADE12" 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=15.003.6'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%2'2.8'BASE FLOODELEVATION=20.01'1.9'6" WATERIE=16.601.8'(PRIVATE)(PRIVATE)88 LF 8" PVC @ 3.9%SS#05A SSCORIM=21.50IE=18.14 8"(IN)WIE=18.14 8"(OUT)SECLEANOUT(PRIVATE)PROPOSEDRESTROOM25 LF 8" PVC @ 1.0%5 LF 8" PVC @ 3.5%8" SSCORIM=21.50IE=18.39 8"(OUT)ECLEANOUT(PRIVATE)4" PROPOSED WATERIE=17.171.6'12 LF 8" PVC @ 1.5%8" SSCORIM=21.50IE=18.58 8"(OUT)ECLEANOUT(PRIVATE)SS#05 SSMH - 48"RIM=20.56IE=14.77 8"(IN)NWIE=14.97 6"(IN)WIE=14.67 8"(OUT)EPER COR STD. PLAN400.1 AND 401.2(PRIVATE)19.7512.7512.7520.6214.5714.5721.645101520253025+0026+0027+0027+4012" EX STORMIE=15.7324" EX STORMIE=15.1490' R/WSS#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)4.9'21.069.269.2620.269.599.5920.2610.6610.66PROPOSEDSTORAGEFACILITYSewer 2Scale: 1"=5' V. 1"=20' H1015202530101520253020+0021+0021+20SS#05 SSMH - 48"RIM=20.56IE=14.77 8"(IN)NWIE=14.97 6"(IN)WIE=14.67 8"(OUT)EPER COR STD. PLAN400.1 AND 401.2(PRIVATE)PROPOSEDGRADEBASE FLOODELEVATION=20.01.1'W/ETHAFOAM12" PROPOSED STORMIE=14.134" PROPOSEDWATERIE=18.80W/ETHAFOAM0.7'5 LF 6" PVC @ 1.0%53 LF 6" PVC @ 4.2%6" SSCORIM=21.63IE=17.55 6"(OUT)NCLEANOUT (PRIVATE)31 LF 6" PVC @ 1.0%6" SSCORIM=21.74CLEANOUT (PRIVATE)1" PROPOSEDWATERIE=18.80W/ETHAFOAMSS WYE CONNECTIONIE=17.22 6"(IN)SIE=17.22 6"(OUT)E20.6214.5714.57Sewer 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 ADJUSTMENT5JAS9/27/23WCASewer Profile 2MAINTENANCE PAD REVISIONS8JAS5/13/24WCADEVELOPMENT ENGINEERINGnjanders 06/13/2024