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00 <br />A <br />t� <br />W <br />N <br />1R <br />9 <br />i <br />SEE SHEET 17 <br />L-1`vL-1 v v <br />SEE SHEET 20 <br />AC. <br />ASPHALT CONCRETE GB <br />GRADE BREAK <br />TC. <br />TOP OF CURB (TYP.) <br />TYPICIAL <br />W <br />WATER SS <br />SANITARY SEWER <br />SD <br />STORM DRAIN INV <br />INVERT <br />E/P <br />EDGE OF PAVEMENT <br />F.F. <br />FINISH FLOOR 6 <br />SEE CONSTRUCTION NOTES <br />P.U.E. <br />PUBLIC UTILITY EASEMENT <br />EX. POWER POLE <br />STA. <br />STATION <br />CL <br />CENTERLINE ■- <br />PROPOSED STREET LIGHT <br />EX <br />EXISTING <br />OG <br />ORIGINAL GROUND <br />Z2� VINE <br />LANE <br />• <br />PROPOSED STORM DRAIN MANHOLE/ <br />-MARINO <br />0RfVE <br />PROPOSED SANITARY SEWER MANHOLE <br />H <br />PROPOSED WATER WALVE <br />SCALE: <br />PROPOSED FIRE HYDRANT <br />HORIZ: <br />1"=40' <br />■ <br />PROPOSED CATCH BASIN <br />VERT: <br />1"= 4' <br />SCALE: N <br />41, <br />Uv,vl-),rwuiwiv ivvTES <br />01 INSTALL CATCH BASIN SEE DETAIL SHEET (TYR). <br />(2) INSTALL AC DIKE SEE DETAIL SHEET (TYP.). <br />© INSTALL I" WATER SERVICE PER S.J. CO. STD. PLAN CW -W8. <br />® INSTALL WATER VALVE PER S.J. CO. STD. PLAN CW -W5 (TYP.) <br />05 INSTALL FIRE HYDRANT PSE S.J. CO. STD. PLAN CW -W18 (TIP.). <br />© 1 FOOT MIN. CLEARANCE (VERTICAL) <br />© FACE OF CURB RADIUS= 30' <br />® INSTALL 4" SEWER SERVICE PER. S.J. CO. STD. S -7A. <br />Q FACE OF CURB RADIUS= 40' <br />® FACE OF CURB RADIUS= 50' <br />REV. N0. I DESCRIPTION DATE <br />STREET NAMES 11-03 <br />LOT CHANGES 11-03 <br />GRADE CHANGES 11-03 <br />DILLON & MURPHY <br />CONSULTING CIVIL ENGINEERS <br />ENGINEERING • PLANNING • SURVEYING <br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />IMPROVEMENT PLANS FOR TRACT NO. 2927 <br />CASTELLO ESTATES <br />0 VINE LANE <br />STA. 70 + 50 TO STA. 79 + 92.84 <br />SCALE: AS NOTED <br />DRAWN BY: S.M./I, <br />DESIGNED BY: J.M. <br />CHECKED BY: C.D. <br />BUILT BY: BH 11-03 <br />APRIL, 2000 <br />SAN JOAQUIN COUNTY <br />BENCH MARK:BB-42EL: 138.58 <br />DESCRIPTION: <br />BRASS CAP S/W CORNER OF <br />CONCRETE CULVERT 114' NORTH <br />OF LINNE RD. ON THE WEST SIDE <br />OF MAC ARTHUR ROAD <br />SHEET <br />19 <br />)F 30 SHEET <br />JOB NO. <br />9877 <br />wwr. Fxa:aenrCu <br />