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P_COR water tie in detail_20231120_v1
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 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 SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDx SDx SDx SDx SDx SDx SDx SDx SDx SDxSDxSDxSDxSDxSDx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx 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 ADJUSTMENT5JAS9/27/23WCADEVELOPMENT ENGINEERINGNJanders 09/28/2023