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BEFORE YOU DIG <br />CALL USA UNDERGROUND SERVICE ALERT <br />48 HOURS PRIOR TO CONSTRUCTION. CALL <br />TOLL FREE 1-800-227-2600 <br />KEEP ALL VEHICLES, EQUIPMENT, TOOLS AND <br />PEOPLE 10 FEET FROM POWER LINES, IF YOU <br />MUST WORK WITHIN 10 FEET OF POWER LINES <br />PLEASE CALL PG&E ® 800-743-5000 <br />38 + 00 39 + 00 40 + 00 <br />Lo <br />(n + <br />Wra- m <br />U% _`^_ - <br />— - - <br />4.1 00 <br />J <tn <br />Q ~ <br />(/) <br />41 + 00 <br />SEE SHEET 13 I <br />I o <br /><o I <br />66 o C 7 <br />10' PUE <br />�- - -- - - _ <br />6 904 <br />12" W 42 + 00 <br />18 SD 8 SS SSM <br />7 <br />aN i fn3 Vl �n <br />59 <br />58Corrections <br />STA. 20+51.76 DEPOT MASTER DR.= <br />STA. 42+42.88 ZEPHYR DRIVE <br />SURVEY MONUMENT <br />42 + 00 <br />IFay0 <br />` <br />4 <br />8 <br />65 <br />• <br />43 00 - - <br />< <br />43 + 00 <br />64 <br />'- <br />°` N N 3 m <br />3 <br />yy <br />f + 00 <br />30" SD _ <br />Cl! N W <br />+ O W <br />Fa Q Inn= V13 <br />60 61 <br />ZEPHYR DRIVE <br />SCALE: <br />HORIZ: 1 "=40' <br />VERT: 1 "= 4' <br />44 + 00 <br />6 <br />N N 3 <br />1 <br />45 <br />5 IYp <br />+ N <br />+ <br />Qw <br />45 <br />+ 0 <br />8 SS <br />U M <br />ter¢ <br />+ 00 <br />62 �\ `� <br />�_ \ <br />\ \ <br />N �� N 3 \\ <br />\ <br />46 + <br />8" SS <br />\ <br />— <br />+ <br />in o <br />V a <br />LOT ��� <br />A <br />46 + 00 <br />�Nmwia�-- <br />SCALE: 1" = 40' <br />CONSTRUCTION NOTES <br />01 INSTALL VERT/CAL CURB AND GUTTER SEE DETAIL SHEET 208 (TYP.). <br />S D INSTALL CATCH BASIN SEE DETAIL SHEET 21 (TYP.). <br />�V © INSTALL I" WATER SERVICE/METER PER S.J. CO. STD, PLAN CW -W8 <br />DETAIL SHEET NO. 21. TYP. <br />( ) <br />ry0' ® INSTALL WATER VALVE PER S.J. CO. STD. PLAN CW -W5 DETAIL <br />^ SHEET N0. 21. (TYP.). <br />D INSTALL FIRE HYDRANT PER S.J. CO. STD. PLAN CW-Wf8 DETAIL <br />SHEET NO. 2f (TYP.) AND INSTALL BLUE REFLECTIVE MARKER ON <br />B04 STREET I' TOWARD HYDRANT FROM CENTERLINE <br />© FACE OF CURB RADIUS= 30' (TYP.). <br />INSTALL 4" SEWER SERVICE PER S.J. CO. STD PLANS S -7A <br />SHEET N0. 21. (TYR). <br />0 ® SEE STORM DRAIN CROSS/NG DETAIL K ON SHEET 27 FOR D.I.CB. LATERAL DETAIL. <br />\ 09 SEE STORM DRAIN CROSSING DETAIL E ON SHEET 27 FOR D l C B LATERAL DETAIL (TYP.). <br />\ Q ® INSTALL A 'Y" FITTING WITH A 1/8 BEND AND A SANITARY SEWER CLEANOUT. <br />FIELD LOCATE <br />FIRE HYDRANT <br />RECORD DRAWING: <br />By $ b <br />No Chan as By <br />Gate <br />Any PerdonMing This Drawing Should Verify <br />All information By inspacfinn Th-�- <br />LEGEND <br />AC. ASPHALT CONCRETE LP LOW POINT <br />TC. TOP OF CURB FG FINISHED GRADE <br />W WATER GB GRADE BREAK <br />SD STORM DRAIN (TYP.) TYPICAL <br />E/P EDGE OF PAVEMENT SS SANITARY SEWER <br />F.F. FINISH FLOOR <br />P.U.E. PUBLIC UTILITY EASEMENT INV INVERT <br />STA. STATION SEE CONSTRUCTION NOTES <br />CL CENTERLINE <br />O <br />EX EXISTING EX. POWER POLE <br />OG ORIGINAL GROUND r—x PROPOSED STREET LIGHT <br />a SDMH PROPOSED STORM DRAIN MAINTENANCE HOLE PROPOSED CATCH BASIN <br />• SSMH PROPOSED SANITARY SEWER MAINTENANCE HOLE )R PROPOSED FIRE HYDRANT <br />HP HIGH POINT "PROPOSED WA WALV <br />oa EXISTING WATER VALVE <br />(T) TOTAL <br />SSCO SANITARY SEWER CLEAN OUT PROPOSED BLOW -OFF VALVE <br />• BLUE REFLECTIVE MARKER <br />47 + 00 48 + 00 49 + 00 50 + 00 <br />LU <br />INSTALL 33 U tj <br />-- <br />— <br />— _-_ <br />- <br />INSTALL <br />376 <br />if 30' <br />SO smjnw) <br />DILLON & MURPHY <br />CONSULTING CIVIL ENGINEERS <br />- -- - <br />- <br />-- <br />- <br />-- <br />- <br />- <br />ENGINEERING PLANNING • SURVEYING <br />- <br />-- - <br />-- <br />--- <br />- <br />-- <br />-- <br />-- <br />-- <br />1820 W KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />- --- - - <br />IMPROVEMENT PLANS FOR TRACT NO. 2949 <br />- <br />- <br />- -- <br />- <br />CARBONA STATION <br />-- - -- - <br />_ <br />- _ _-yNsTALL-DROP-eeNNEene - - <br />- <br />- <br />- <br />- <br />ZEPHYR DRIVE <br />- <br />- <br />-- <br />STA. 41 + 00 TO STA. 46 + 60 <br />ball <br />- <br />OCTOBER, 2003 <br />._- - __ :: <br />_ <br />�: _: <br />_. <br />.-• <br />_:... —. <br />- <br />-: <br />::: --- -__ <br />SAN JOAQUIN COUNTY <br />REV. NO. <br />DESCRIPTION <br />DATE <br />SCALE: AS NOTED <br />BENCH MARK:BB_42 EL:138.58 <br />SHEET <br />- -- .-. <br />- - --- - - - - ---- <br />REVISE 2" W <br />1/5/05 <br />DRAWN BY: S.M. <br />19 <br />SSCO <br />1/5 05 <br />DESIGNED BY: B.G. <br />BRASS CAP S/W CORNER OF <br />CONCRETE CULVERT 114' NORTH <br />OF LYNNE RD. ON THE WEST SIDE <br />OF MAC ARTHUR DRIVE. <br />OF 27 SHEETS <br />3REVISE <br />DI'S <br />1/5 05 <br />CHECKED BY: C.D. <br />JOB NO. <br />0005 <br />AS BUILT BY: <br />