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HomeMy WebLinkAboutS-387803-Rev3LU U H H O 1— rr O 0- 2 O W SEE SEE SEE NU I LJ: 1. PIPE ZONE BACKFILL PER WSDOT STD 7-08.3(3) 2. GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER WSDOT STD 9-03.12(3) 3. SCARIFY AND RECOMPACT 12" OF SUBGRADE. IF CANNOT ACHIEVE 95% DENSITY, SUBGRADE TO BE REMOVED AND REPLACED WITH 2" MINUS AGGREGATE. GEOTECH TO BE ON SITE TO WITNESS COMPACTION TEST AND DETERMINE EXTENT OF SUBGRADE TO BE REPLACED IF NEEDED. Sewer Trench Detail NOT TO SCALE P VNI (THOROUGHLY TACK EDGE OF VCUT PRIOR TO PLACING PATCH) EXISTING ASPHALT PAVEMENT .T CONCRETE PAVEMENT V FOR ROAD SECTION ) BASE V FOR ROAD SECTION 1 -- 1 1 1 1 1 1 1 o� U1 o COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE - SUITE 900 P: 206/343-0460 36936 SEATTLE, WA 98104 F: 206/343-5691 NAL IT] PROTECT EX FIRE HYDRANT TO REMAIN W-387804-Rev3 S-387803-Rev3 SEE SHE 6" SANITARY SEWER POC SEE PLUMBING PLANS FOR CONTINUATION ; 6" SS CLEANOUT IE 18.50 ECONNECT SIDE SEWER TO NEW 10" SEWER MAIN--` EPLACE SIDE SEWER AS NEEDED TO ACHIEVE IN 2.0% SLOPE. REPLACE SIDE SEWER AS NEEDED TO ACHIEVE MIN 2.0% SLOP 8" SS CLEANOUT— RIM 3 .57 IE 17.�4 29LF'8"SS@4.0% 8" SAh ITARY SEWER F IE 17.60 (@ GRID 18 SEE PLUMBING PLANS FOR CONTINUATION R-387817-Rev3 .gib Sp PVC SD SD SSMH 48" (PUBLIC) ,' o i Q RIM=30.00 IE 16.30 10"(IN)NW t ( IE 16.20 10"(OUT)E PER COR STD DIET 400.1 29 • o SEE DETAI C411 i i� v `3 D 3 — . v /x/3-1// \ T C� �` 0. 6 II- \ I o o SEE SHEET - C404 NOTE: VEHICLE ACCESS TO HOTEL TO BE MAINTAINED DURING UTILITY INSTALLATION. Call before you Dj• or :00. . UNDERGROUND SERVICE (USA) SCALE 1"=20' EXTENDI6" SIDE SEWER AND RECONNECT TO NEW 10" SEWER MAIN REPLACE SIDE SEWER AS NEEDED TO ACHIEVE MIN 2.0% SLOPE. Y// Po �r�ov 1( CF-900 @ 2.0% SSMH 48" (PUBLIC) RIM=30.05 EX CB IE 16.16 10"(IN)W RIM=28.97 IE 16.06 10 (OUT)SE lE(W)=23.67 12'aDS PER COR STD DET 400.1 1E(SE)=2372 12ADSSEE DETAIL C411 1E(NW)=2315 18'ADS BOTTOM=21.14 �— CONNECT EXISTING 10" PUBLIC SEWER MAIN TO NEW SSMH IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING VI rnair 01 /31 /2019 VAMIF WASTEWATER UTILITY �, dchristen 01 /31 /2019 SEWER MAIN IN PLACE \\ =WER MAIN IS OPERATIONAL =WER MAIN AS NEEDED FOR .LATION NOTE: Iv i JJ w L — 'tU.0I NKUNLKIY LINL Ex Building BUILDING ASPHALT PAVEMENT CONCRETE PAVEMENT 12"SS SS 8" SS ® xx% SANITARY SEWER r )SSMH ossco SANITARY MH/CO rSD SD STORM DRAINAGE PIPE r , ""' ( ) LJ ,J ® • L■J $11 )) l O) YD/CO/CB/CB 2/MH 12" DI W W 12" DI W WATER MAIN ft 5co Pio w • FHIIJDCOPIV NWV FH/FDC/PIV/VALVE ® EBW F=l 0 WATER VAULT/METER SURVEYED: SCALE: IJAIL: RFI-442 FLUSH CURB EAST END SOUTH ACCESS DRIVE 03 27 17 HORIZONTAL: NAD 1983/1991 '► CITY OF SOUTHPORT OFFICE 01/25/2019 ZGF - 05 01 17 DESIGNED: AS NOTED � RENTON WASHINGTON FlELDBOOK: ASI-014 VEHICLE DROP OFF ELEVATIONS 06 19 17 Bsg RENTON PAGE: ..IL LMMER GUNSUL FRASCA ARCHITECTS 0DRAWN: PORTAVASI-023 ROUNDABOUT 03 28 18 LPL DRAWING NO: SEAULECHECKED: ONE INCH DATUM ° [ASI-029 GRADING AT NORTH DRIVE AND RESCUE AIR PANEL 05 04 18 LL SCALEEATTU: LOS ANGELES JNP Planning/Building/Public Works Dept. UTILITY PLAN SECO DEVELOPMENT, INC. WASHINGTON°c IF NOT ONE INCH NEW YORK N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: v OF: