HomeMy WebLinkAbout2023-09-27 Rev 5 - Sewer MH Shift - Stamped update 231005LegendPROPERTY 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 LIGHTINGSEWER CONNECTIONIN OAKESDALE AVE SE231 LF 8" PVC @ 0.8%OAKESDALE AVE SWCONNECT 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 300.1CONNECT TO 72" SEWER MAIN ATEXISTING MANHOLE IN OAKESDALEAVE SW PER KING COUNTYSTANDARDS. CONTRACTOR TOVERIFY ELEVATIONS PRIOR TOINSTALLATION. MATCH EX CROWNSWITH NEW PIPE CONNECTIONSS#03 SSMH - 48"RIM=20.37IE=10.85 8"(IN)WIE=10.75 8"(OUT)NPER COR STD. PLAN400.1 AND 401.2(PRIVATE)40 LF 8" PVC @ 1.0%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)89 LF 8" PVC @ 1.0%49 LF 8" PVC @ 1.0%SS#01 SSMH - 48"RIM=21.10IE=9.39 8"(IN)WIE=9.29 8"(OUT)EPER COR STD. PLAN400.1 AND 401.18'OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx
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SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSS#04 SSMH - 48"RIM=20.36IE=12.77 8"(IN)WIE=12.67 8"(OUT)EPER COR STD. PLAN400.1 AND 401.2(PRIVATE)182 LF 8" PVC @ 1.0%175 LF 12" DI CL5215' WATER EASEMENT, TYP100 YEARFLOODPLAINELEVATIONBFE=20.012+9212+50(PRIVATE)(PRIVATE)(PRIVATE)(PRIVATE)MANHOLE SURVEYED ANDCONFIRMED ELEVATIONSRIM=21.15 (EX)IE=0.42 72"(IN)S (EX)IE=0.63 72"(OUT)N (EX)IE=8.78 8"(IN)W15' SEWEREASEMENT, TYPCONNECT VIA LOW PROFILE DROPPER KING COUNTY DETAIL 3305-436SEE DETAIL4C4.22MANHOLE LID SHALL BE SET TOKEEP LID OUT OF WHELLTRAVEL PATH. ROTATE LID TOMIDDLE OF TRAVEL LANE.ARBORIST TO BE ONSITE DURINGTRENCHING TOOBSERVE TREE ROOTPROTECTION01020401"=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)SEATTLE SOUNDERS FC HEADQUARTERS& TRAINING CENTERRENTON, WASHINGTONSEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER
LUA22-000357 C22005747SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER PR22-000301CITY OFRENTONUTILITY PLANCONTINUED - SEE SHEET C4.08
CONTINUED - SEE SHEET C4.06S-423807 W-423807WTRP-27-4238WWP-27-4238
KING COUNTY SEWER CONFIRMATION4JAS8/29/23WCAPUBLIC SEWER MANHOLE ADJUSTMENT5JAS9/27/23WCAapproval is subject to the conditions of approval as outlinedin the letter from KC dated 9/5/2023 titled 'SeattleSounders FC Headquarters & Training Center DirectConnection to King County 72-inch South Interceptor City ofRenton - Project PR22-000301, Civil construction PermitC22005747'DEVELOPMENT 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 09/28/2023