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HomeMy WebLinkAboutS-195101.19 LLj F' Lu u Q C 0 c 2 BRASS SURFACE MON NE4 th STREET N. QUARTER COR. SEC. 15 -23-5 . MOM. Q; 9 NW. GDR. SEG. IS- 2.3SCOR. SEC. 15 -2.35 - 25fi8.66 - - - -- �1 N 880 02' 58" W f% MOBIL I GAS STATION a j z I � it f F 3 MON. W- QUARTER SEC. 15-23-5 SCALE, 111= 2O° +NpSN OP!, OL�G 1 i I i iEX. RIM EL 393.7, M I Et= 381.2681.2612 °E l \ EX. 98 "GMp \ EX RIP � Y RAP r y Q. U6 GENERAL NOTES ALL WORK MATERIALS SHALT. BE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF CITY OF RENTON AND APPLICABLE PORTION OF THE LATEST EDITION OF APWA STANDARDS AND SPECIFICATIONS. MINIMUM SLOPE FOR SIDE SEWER IS 2.0% ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE, AND IT " SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY IdE TRUE AND CORRECT LOCATIONS SO AS TO AVOID DAMAGE OR DISTURBANCE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE. WITH WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT (WISHA). INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO 140TIFY THE CITY IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. BACKFILL FOR STREET CROSSINGS SHALL BE 5/8" MINUS CRUSHED R CK. or C 5/16" CAM DIAMOND PLATE STEEL COVER SPRING LOCKS ii Pp 1 A ' OIUWATEI� ' A r .I HINGES R < - ?e "INSERTS "C" CHANNEL 20• LG. "C " CHANNEL S' LG. , "C" CHANNEL 20' LG. 4i "C" CHANNEL 23- LG. Section A -A Section B -B 1`2', I /1° STL. GRATE E FRAHG L 2 °x 2'n y4 "82tIC� - WNCF:�TE Mf2ON %1 Jt41 STL. IRA FRAME - � �Q j EXISTINGLB "nSEWERJMAIN PER CITY ^OF RENTON STANDARDS AND RQMTS. 1 -6 _..A�-O' 1'-6 e' -o' �SAW CUT AND REMOVE EXISTING A/C PAVEMENT, CURB, GUTTERS AND ALI_.CONyTRUCTION TO Be IN ACCOROM[�r / SIDEWALKS AS NECESSARY TO CONSTRUCT SERVICE LINE AND REPAIR TO wITH'1384 sTANDARp sPECIFICATION5 Foe MATCH EXISTING VIA THE PATCH MASTER PROCESS OR OVERLAY WITH 1" ROAD SRIDGL AND MUNICIPAL CON5TrLX -no ;6 i OF CLASS "G" A/C IN A DIAMOND PATCH AND PER CITY STANDARDS. GRATE AS LIOMC. APRON (3 )CONSTRUCT NEW 6" SANITARY SEWER SERVICE LINE, PVC, � �N �R'FS'6' 9L'OPg TO OR �J ATSM D 3034 WITH RUBBER. GASKET JOINTS. Ins r " AS -BUILT 'HAS BEEN PREPARED BY .Y'OUNA ENGINEERS FROM GROUND' SURVEY AND CONSTRUCT 6" CLEANOUT PER CITY OF RENTON STANDARDS j V' ...... 15' t'o R'.8' INFORMATION FURNISHED BY CONTRACTOR. D CONSTRUCT 6" SANITARY SEWER SERVICE LINE, SERVICE WEIGHT 29'5QUARM �/ INC CAST IRON, TO 'COMPLY WITH MECHANICAL DRAWINGS, SHT M-3 CATCH sASIN gs'r' • -'- �6 CONSTRUCT 4 SANITARY SEWER SERVICE LINE, SERCIE WEIGHT v,f '.':.K- 9LLVJ P51 CONCRETE CAST IRON, TO COMPLY WITH MECHANICAL DRAWINGS, SHT M -3 �7 CONSTRUCT .TIRE CLEANING STATION AS PER DETAIL DRAWING �1�%S�o % _ � TIRE CLEANING STATION AI 8 CONSTRUCT TIRE CLEANING STATLON AS PER DETAIL DRAWING �'��,,1 scALc ` 9 CONSTRUCT OIL /WATER SEPARATOR PER DETAIL DRAWING 1 REV15VONS {I vawo�•® ag a OF °.. .. i c Z W d 3 CIO Ljj C Z CZ) cc LLJ Cfj � J `U V mr J f` JOB NO. 571- 001-871 DRAWN pT DESIGNED 1-7- coup. FL CHECKED /�- DATE FH3 17, i997 ISHEET OF It