HomeMy WebLinkAbout2023-12-18 Rev 7 - Sump Pump - 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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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)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 VAULT7JAS12/14/23WCADEVELOPMENT ENGINEERINGNJanders 12/19/2023
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 CL5280 LF 4" DI CL528'175 LF 12" DI CL52SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSD
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SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSD
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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)WIE=18.14 8"(OUT)SECLEANOUT(PRIVATE)88 LF 8" PVC @ 3.9%25 LF 8" PVC @ 1.0%SS#05B SSCO SSCORIM=21.50IE=18.39 8"(IN)NIE=18.39 8"(OUT)ECLEANOUT(PRIVATE)(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 VAULT01020401"=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 VAULT7JAS12/14/23WCADEVELOPMENT ENGINEERINGNJanders 12/19/2023
Water ProfileScale: 1"=5' V. 1"=20' H1015202530101520253030+0031+0032+0033+0033+20(1) 12"x6" TEE (FL)(1) 12" GATE VALVE (FLxMJ)(1) 12" FLxMJ ADAPTER(1) 6" GATE VALVE (FLxMJ)FIRE HYDRANT PER COR STD.PLAN 310.1CONNECT TO EX WATER LINEN:170940.0927E:1293974.615(1) 12" TEE (FL)(3) 12" GATE VALVE (FLxMJ)(2) 12" SLEEVES (MJ))CUT-IN PER COR STD. PLAN 300.3 (BY CITY FORCES)W/ THRUST BLOCKING PER COR STD. PLAN 300.14'175 LF 12" DI CL52101 LF 12" DI CL5211 LF 12" DI CL52(1) 12"x4" TEE (FL)(1) 4" GATE VALVE (FLxMJ)THRUST BLOCK PER COR STD. PLAN 330.1(1) 12"x6" TEE (FL)(1) 12" GATE VALVE (FLxMJ)(1) 12" FLxMJ ADAPTER(1) 6" GATE VALVE (FLxMJ)FIRE HYDRANT PER COR STD. PLAN 310.1BASE FLOODELEVATION=20.05 LF 12" DI CL52WATER 3Scale: 1"=5' V. 1"=20' H1015202530101520253030+0030+60PROPOSEDFIRE HYDRANT22 LF 6" DI CL52(1)12"x6" TEE (FL)(1)12" GATE VALVE (FLxMJ)(1)12" FLxMJ ADAPTER(1)6" GATE VALVE (FLxMJ)FIRE HYDRANT PER COR STD.PLAN 310.1WATER 4Scale: 1"=5' V. 1"=20' H1015202530101520253030+0030+60(1)12"x6" TEE (FL)(2)12" GATE VALVE (FLxMJ)(1)12" FLxMJ ADAPTER(1)6" GATE VALVE (FLxMJ)FIRE HYDRANT PER COR STD.PLAN 310.1PROPOSEDFIRE HYDRANT9 LF 6" DI CL52BASE FLOODELEVATION=20.0BASE FLOODELEVATION=20.03'3'WATER 5Scale: 1"=5' V. 1"=20' H1015202530101520253030+0030+60BASE FLOODELEVATION=20.0PROPOSEDFIRE HYDRANT(1) 12"x6" TEE (FL)(2) 12" GATE VALVE (FLxMJ)(1) 6" GATE VALVE (FLXMJ)FIRE HYDRANT ASSEMBLY PERCOR STD PLAN 310.19 LF 6" DI CL523'Water 6Scale: 1"=5' V. 1"=20' H1015202530101520253030+0030+80PROPOSEDFIRE HYDRANTPROPOSEDGRADEBASE FLOODELEVATION=20.0(1) 12"x8" TEE (FL)(2) 12" GATE VALVE (FLxMJ)(1) 8" GATE VALVE (FLXMJ)W/THRUST BLOCKING PER CORSTD PLAN 300.4CUT-IN TO BE PERFORMED BYCITY FORCES51 LF 8" DI CL523'2" PROPOSED STORM X'INGIE=17.070.8'W/ETHAFOAMPAD801 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)SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER
LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER PR22-000301CITY OFRENTONWATER PROFILEW-423813Water Profile 3WTRP-27-4238
Water Profile 2Water Profile 4Water Profile 5Water Profile 6Water Profile 1SUMP PUMP IN WATER METER VAULT7JAS12/14/23WCADEVELOPMENT ENGINEERINGNJanders 12/19/2023