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CO. STD. PLAN CW -W8. DETAIL <br />W <br />WATER <br />TOTAL <br />SHEET NO. 21 (TYP.). <br />SD <br />STORM DRAIN <br />GB GRADE BREAK <br />GB <br />E/P <br />EDGE OF PAVEMENT <br />(TYP.) TYPICAL <br />BEFORE YOU DIG <br />® INSTALL WATER VALVE PER E.J. CO. STD. PLAN CW -W5 DETAIL <br />F.F. <br />FINISH FLOOR <br />SS SANITARY SEWER <br />SHEET NO. 21. (TYP.). <br />P.U.E. <br />PUBLIC UTILITY EASEMENT <br />INV INVERT <br />CALL USA UNDERGROUND SERVICE ALERT <br />© INSTALL FIRE HYDRANT PER S.J. CO. STD. PLAN CW -W18 DETAIL <br />STA. <br />STATION <br />48 HOURS PRIOR TO CONSTRUCTION. CALL <br />SHEET N0. 21 (TYP.) AND INSTALL BLUE REFLECTIVE MARKER ON <br />CL <br />CENTERLINE <br />SEE CONSTRUCTION NOTES <br />TOLL FREE 1-800-227-2600 <br />STREET 1' TOWARD HYDRANT FROM CENTERLINE. <br />EX <br />EXISTING <br />p EX. POWER POLE <br />OG <br />ORIGINAL GROUND <br />KEEP ALL VEHICLES, EQUIPMENT, TOOLS AND <br />DEPOT <br />MASTER <br />DR. <br />6 FACE OF CURB RADIUS= 30' TYP.). <br />0 ( <br />•SDSMH <br />PROPOSED STORM DRAIN <br />` VPROPOSED LIGHT <br />MAINTENANCE HOLE �� <br />PEOPLE 10 FEET FROM POWER LINES, IF YOU <br />© INSTALL 4" SEWER SERV/CE PER S.J. CO. STD PLANS S -7A (TYP.). <br />• <br />PROPOSED SANITARY SEWER MAINTENANCE HOLE PROPOSED CATCHY BASIN <br />MUST WORK WITHIN 10 FEET OF POWER LINES <br />SCALE: <br />® SEE STORM DRAIN CROSS/NG DETAIL B ON SHEET 27 FOR D.I.C.B. LATERAL DETAIL <br />(TYP.). <br />HP <br />HIGH POINTWALVE <br />Ak PROPOSED FIRE HYDRANT <br />PROPOSED WATER <br />PLEASE CALL PG&E @ 800-743-5000 <br />HORIZ: 1"=40' <br />09 SEE STORM DRAIN CROSS/NC DETAIL C ON SHEET 27 FOR D.LC. B. LATERAL DETAIL <br />(TYP.). <br />LP <br />LOW POINT <br />w <br />w EXISTING WATER VALVE <br />LVE <br />VERT: 1"= <br />4' <br />® SEE STORM DRAIN CROSS/NG DETAIL D ON SHEET 27 FOR D C.B. LATERAL DETAIL <br />(TYP.). <br />SSCO <br />SANITARY SEWER CLEAN <br />OUT [] BACTERIOLOGICAL SAMPLING STATION <br />• BLUE REFLECTIVE MARKER <br />5+00 6+00 <br />7+00 <br />8+00 <br />9+00 <br />10+00 <br />11 +00 12+00 <br />13+ 00 <br />14+00 <br />- <br />m <br />- <br />SED <br />TIC <br />GHOI IND 0 ay <br />lz-r <br />i94 <br />DILLON & MURPHY <br />_ <br />INSTALL <br />795 LF <br />CONSULTING CIVIL ENGINEERS <br />— <br />- <br />— <br />ENGINEERING PLANNING SURVEYING <br />- 9•-�€ _ ----- <br />- <br />- <br />-- <br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />IMPROVEMENT PLANS FOR TRACT NO. 2949 <br />- - <br />-- - 3TALL 268'- <br />-- -- <br />CARBONA STATION <br />DEPOT MASTER DR. <br />- - - <br />_ <br />- <br />-- <br />STA. 5 <br />- <br />+ 50 TO STA. 13 + 40 <br />co <br />OCTOBER, 2003 <br />SAN JOAOUIN COUNTY <br />- - <br />- -:_ <br />- _ — - <br />- -- <br />---- - - - - <br />—...-_ <br />w w <br />___ __. _ <br />REV. <br />N0. <br />DESCRIPTION <br />DATE <br />SCALE: AS NOTED <br />BENCH MARK:BB-42 EL:1"s858 <br />SHEET <br />vl- <br />— <br />. <br />__ <br />__._ <br />__ <br />__ _ <br />DRAWN BY: S.M./E.K. <br />DESCRIPTION: <br />12 <br />DESIGNED BY: B.C.� <br />BRASS CAP S/W CORNER OF <br />NORTH <br />OFF UNNEE RD. ON RTHEi WESTT SIDECHECKED <br />OF MAC ARTHUR DRIVE, <br />OF 27 SHEETS4' <br />-- - - - ¢ <br />BY: C.D. <br />JOB NO. <br />0005 <br />r <br />AS BUILT BY: <br />