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SEE <br />SHEET <br />11 <br />SCALE' 1" = 40" <br />10' P.U.E.— <br />t <br />< <br />W m <br />N <br />+ w Nw <br />d d� h <br />34 <br />�a NN v, 33 xG�e <br />LEGEND <br />0 <br />N f <br />� <br />cj� <br />`� <br />(TYP.) �P' b� <br />AC. ASPHALT CONCRETE LP LOW POINT <br />Q <br />6 <br />STA. 90 + 48.00 <br />i 0 `L <br />TC. TOP OF CURB FG FINISHED GRADE <br />1 <br />ECR 124.69 TC <br />Nw <br />^`1. <br />" 3 ...,. STA. 91 <br />+ 97.59 <br />W WATER <br />4 <br />-- -- <br />1 <br />- <br />CB10 2 SURVEY <br />MONUMENT <br />SD STORM DRAIN GB GRADE BREAK <br />(TYP.) TYPICAL <br />- <br />E/P EDGE OF PAVEMENTSS <br />(n <br />---- <br />----- --- <br />7 B01 STA. <br />STA. 92 + 47.5 <br />SANITARY SEWER <br />F. F. FINISH FLOOR <br />1 <br />8 <br />W <br />WATER <br />SERVICE <br />ININVERT <br />N <br />P.U.E. PUBLIC UTILITY EASEMENT <br />STA. 90 + 00 DEPOT MASTER CT.= <br />� I <br />91 + 00 <br />2 + 8 STA. <br />92 + 47.5 <br />STA. STATION SEE CONSTRUCTION NOTES <br />STA. 2 + 00 DEPOT MASTER DR. <br />I— 1 <br />cO <br />12 SD <br />41• SEWER SERVICE <br />CL CENTERLINE <br />O EX. POWER POLE <br />SURVEY MONUMENT <br />O <br />6 SS <br />EX EXISTING <br />1 <br />_ <br />- - -.-... - --- <br />9 <br />OG ORIGINAL GROUND ►- PROPOSED STREET LIGHT <br />W <br />o <br />g <br />-.. <br />' 32 <br />PROPOSED STORM DRAIN MAINTENANCE HOLE= PROPOSED CATCH BASIN <br />Q <br />N <br />N 5 <br />:�SDMH <br />SSMH PROPOSED SANITARY SEWER MAINTENANCE HOLE )R PROPOSED FIRE HYDRANT <br />- - -- - - - <br />- - <br />-' <br />w PROPOSED WATER WALVE <br />STA. 90 + 48.00 <br />ECR 124.69 TCIN <br />510' P.U.E. <br />HP HIGH POINT EXISTING WATER VALVE <br />q (TYP.). <br />2� <br />LP LOW POINT <br />< <br />n <br />8FG <br />GRADE • BLUE REFLECTIVE MARKER <br />O TOTALED <br />® PROPOSED BLOW -OFF VALVE <br />30 <br />+ <br />+ U <br />SSCO SANITARY SEWER CLEAN OUT <br />02 <br />+ <br />31is <br />_ w <br />�N mN m <br />Nw <br />N� <br />HKK <br />Vlm <br />H HN <br />N3 (/IN mN <br />10' P.U.E. <br />CONSTRUCT/ON NOTES <br />SEE <br />SHEET <br />11 <br />( INSTALL VERTICAL CURB AND GUTTER SEE DETAIL SHEET 20B (TYP.). <br />20 INSTALL CATCH BASIN SEE DETAIL SHEET 21 (TYP.). <br />© INSTALL 1" WATER SERVICE METER PER S.✓ CO. STD, PLAN CW -W8. DETAIL <br />SHEET NO. 21. (TYP.), <br />BEFORE YOU DIG <br />0 INSTALL WATER VALVE PER S.✓. CO. STD. PLAN CW -W5 DETAIL <br />SHEET NO. 21. (TYR). <br />CALL USA UNDERGROUND SERVICE ALERT <br />05 INSTALL FIRE HYDRANT PER S✓ CO. STD. PLAN CW -W18 DETAIL <br />48 HOURS PRIOR TO CONSTRUCTION. CALL <br />TOLL FREE 1-800-227-2600 <br />SHEET NO. 21 (TYP.) AND INSTALL BLUE REFLECTIVE MARKER ON <br />DEPOT MASTER <br />CT. <br />STREET i' TOWARD HYDRANT FROM CENTERLINE. <br />KEEP ALL VEHICLES, EQUIPMENT, TOOLS AND <br />© FACE OF CURB RADIUS= 3O' (TYR). <br />PEOPLE 10 FEET FROM POWER LINES, IF YOU <br />SCALE: <br />© INSTALL 4" SEWER SERVICE PER S.J. CO. STD PLANS S -7A <br />MUST WORK WITHIN 10 FEET OF POWER LINES <br />HORIZ: 1"=40' <br />SHEET NO. 21. (TYP.). <br />PLEASE CALL PG&E @ 800-743-5000 <br />VERU 1"- 4' <br />© SEE S70RM DRAIN CROSSING DETAIL L ON SHEET 27 FOR D.LC.B. LATERAL DETAIL. <br />09 INSTALL SANITARY SEWER CLEAN OUT PER S✓. CO. STD. PLAN CW -571, <br />SHEET NO. 208 (TYP.). <br />89 + 00 <br />90 <br />+ 00 <br />91 + 00 <br />92 + 00 93 <br />+ 00 <br />--.—— <br />--. <br />EXrSlTNG <br />mm <br />- - <br />--_ _ - _ <br />--- <br />- - <br />-- DILLON & MURPHY <br />- <br />CONSULTING CIVIL ENGINEERS <br />— — _ <br />- --- -- - - <br />_ <br />- <br />-_ - - - <br />- -_-- - - - <br />ENGINEERING PLANNING <br />• <br />- -- -- - - -- - - 1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />-- <br />- - - <br />� <br />- - - <br />— - <br />IMPROVEMENT PLANS FOR TRACT NO. 2949 <br />- <br />CARBONA STATION <br />ca <br />DEPOT MASTER CT <br />STA. 90 + 00 TO STA. 92 + 47.50 <br />_ <br />- - - - — - - <br />- - - -- - - <br />- <br />1+2 <br />- <br />- -.. — <br />--__- __ :.. <br />- <br />- <br />Na <br />-fir <br />_.. <br />OCTOBER. 2003 <br />__ <br />Q iv <br />_ <br />_ <br />_- ��_. - <br />_ _ - <br />_-- - -__- __- -. <br />SAN JOAQUIN COUNTY <br />��- <br />rn mom. <br />- <br />-- - -- <br />-- -- <br />o-6- <br />- - <br />- <br />- ~ctT� _ <br />- - - -- <br />- - - -- REV. NO. DESCRIPTION DATE <br />SCALE: AS NOTED <br />BENCH MARK:BB-42 EL138.SA <br />SHEET <br />DRAWN BY: S.M./E.K. <br />DESCRIPTION: <br />14 <br />_ <br />- <br />--- -- ---- <br />BRASS CAPS W CORN OF <br />OF 27 SHEETS <br />-.-.. - - <br />-_._- <br />-----. <br />-. -- --- <br />---._- <br />DESIGNED BY: B.G. <br />CONCRETE CULVERT 114 NORTH <br />CHECKED BY: C.D. <br />JOB NO. <br />- -- - <br />- - - <br />OF LINNE RD. ON THE WESTSIDE <br />OF MAC ARTHUR DRIVE, <br />0005 <br />AS BUILT BY: <br />