HomeMy WebLinkAboutSTAMPED - 2025-01-17 SOUNDERS Rev 9 Spill ControlLegendPROPERTY 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 LIDSD C03 CB TYPE II - 48"RIM=21.50IE=11.61 24"(IN)NIE=11.61 24"(OUT)WW/ SOLID LOCKING LIDW/OIL POLLUTION CONTROLTEE PER 2/C3.21PROPOSED 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)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 REVISIONS8JAS5/13/24WCASPILL CONTROL STRUCTURE REVISION9JAS1/16/25WCADEVELOPMENT ENGINEERINGNJanders 01/21/2025
3Bioscape Enlargement2Spill Control1Bioscape Trough10' MIN CELL WIDTHOVERFLOW STRUCTURE,OUTFALL ROCK AND BIOSCAPEDIMENSIONS PER PLAN10-INCH OF UNDERDRAIN STONEUNDERDTAIN PER CONTECHNOTE:FINAL DESIGN DRAWING FOR BIOSCAPE SYSTEM AREPROVIDED BY FILTERRA FOR CITY VERIFICATION PRIOR TOINSTALLATION IN THE DRAINAGE REPORT6-INCH PONDINGDEPTH3-INCH THICK BIOSCAPEMULCH LAYER21-INCH THICK LAYEROF BIOSCAPE MEDIA,PER ECOLOGY GULDREQUIREMENTS3:1 SLOPE MAX24-INCH MINIMUMBERM TOP WIDTHIN AREAS OF FILLPLANTINGS TO BEDETERMINED WITHLANDSCAPE ANDWETLAND CONSULTANT1 4Bioscape Detail12.0'84.0'6.0'OUTLET WINDOWS TO BIOSCAPESYSTEM, 12' OC TYP, 6' FROMEITHER END. WINDOW IE=15.10SECTION A-ASECTION B-B2.0'1.0'0.1'2.0'2.0'INLET PIPEIE=15.08BBNOTES:1.USE A MINIMUM OF A 48" DIAMETER TYPE 2 CATCH BASIN2.OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW3.METAL PARTS: CORROSION RESISTANT. STAINLESS STEEL OR ALUMINIZED STEEL4.TEE SHALL BE CONSTRUCTED OF ALUMINUM CMP OR ALUMINIZED STEEL CMP MEETING WSDOT/APWASTANDARDS5.FRAME AND LADDER OR STEPS OFFSET SO:A.CLIMB-DOWN SPACE IS CLEAR OF RISER.B.FRAME IS CLEAR OF CURB.5.IF METAL OUTLET PIPE CONNECT TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH OD EQUALTO CONCRETE PIPE ID LESS 1/4"6.PROVIDE AT LEAST ONE 3" x 0.090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL (MAXIMUM3'-0" VERTICAL SPACING)7.LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS OR VAULTS TO ALLOWACCESS WHEN CATCH BASIN IS FILLED WITH WATERTYPE 9 MINERAL AGGREGATEW/ PORTLAND CEMENTMH SERIES 200TYPE B 48" Ø24" INLET PIPESTANDARD GALVANIZED STEELSTEPS. SEE AUSTIN CO SPECS.1' - 0"1' - 5.5"MAX WSEL=18.004" MIN6" THK GROUT ALL AROUND24" OUTLET PIPE18" MINPIPE SUPPORT 3"x.09 GAGEBOLTED OR EMBEDDED 2" INWALL AT MAX 3' SPACING. MINONE SUPPORT4" MIN - 1'-6" MAXROUND SOLID COVER MARKED'DRAIN' W/ LOCKING BOLTSRIM = 21.58SECTIONPLANINOUT
ROUND SOLID COVER MARKED'DRAIN' W/ LOCKING BOLTSSTANDARD GALVANIZED STEELSTEPS. SEE AUSTIN CO SPECS.12" PIPET/PIPE EL=18.00B/RISEREL=10.08IE OUTEL=11.53CLEANOUT ROD PERCORSWDM FIG. 5.1.4.APIPE FREE OF RESTRICTORPLATES1515201616161718192115152016161617182173.2'76'R5'R5'55'57'801 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.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 OFRENTON35RGRADING &DRAINAGE DETAILSSPILL CONTROL STRUCTURE REVISION9JAS1/16/25WCA9DEVELOPMENT ENGINEERINGNJanders 01/21/2025