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CO. STD. PLAN CW -W8. DETAIL <br />FG <br />FINISHED GRADE <br />SHEET NO. 15 (TYP.). <br />(T) <br />TOTAL <br />® <br />INSTALL WATER VALVE PER S.J. CO. STD. PLAN CW -W5 DETAIL <br />GB <br />GRADE BREAK <br />SHEET NO. 16 (TYP.). <br />(TYP.) <br />TYPICAL <br />5 O <br />INSTALL FIRE HYDRANT PER S.J. CO. STD. PLAN CW-WIB DETAIL <br />IN <br />NV <br />SANITARY SEWER <br />INVERT <br />SHEET NO. 16 (TYP.) AND INSTALL BLUE REFLECTIVE MARKER ON <br />STREET 1' 7_014ARO HYDRANT FROM CENTERLINE. <br />SEE CONSTRUCTION NOTES <br />© <br />FACE OF CURB RADIUS= 30' (TYP.). <br />EX. POWER POLE <br />© <br />INSTALL 4" SEWER SERVICE PER S.J. CO. STD PLANS S -7A. <br />O <br />SEE SHEET 16 (TYP.). <br />PROPOSED STREET LIGHT <br />LEEANNA <br />LANE <br />PROPOSED CAT® <br />NOT USED THIS SHEET. <br />Ak <br />PROPOSED FIREC HYDRAINT <br />SCALE: <br />w <br />PROPOSED WATER WALVE <br />HORIZ: <br />1"=40' <br />(2) <br />INSTALL SANITARY SEWER CLEAN OUT PER S.J. CO. STD. PLAN CW -SII, <br />oa <br />EXISTING WATER VALVE <br />VERT: <br />1"= <br />4'�"...0 <br />R-- <br />-^ <br />t .• <br />- <br />SE£ SHEET 16 (TYP.). <br />• <br />BLUE REFLECTOR MARKER <br />PROPOSED BLOWOFF VALVE <br />BEFORE YOU DIG <br />d §1��(-A <br />@INSTALL <br />MAINTENANCE HOLE PER S.J. CO. STD. PLAN CW -S7 SEE SHEET 16 (TIP.) <br />® <br />NOTE: <br />CALL USA UNDERGROUND SERVICE ALERT <br />ALL EXISTING <br />SANITARY <br />SEWER MAINTENANC <br />' •'�� <br />O1 <br />INSTALL 16' DRIVEWAY PER S.J. CO. STD. PLAN R-16 SEE DETAIL SHEET 17 <br />48 HOURS PRIOR TO CONSTRUCTION. CALL <br />HOLES <br />SHALL <br />BE <br />ADJUSTED <br />TO AC <br />GRADE. <br />11 <br />TOLL FREE 1-800-227-2600 <br />KEEP ALL VEHICLES, EQUIPMENT, TOOLS AND <br />'lily P;J ,Jr <br />LI5IIF7,. <br />LIJ ,, <br />PEOPLE 10 FEET FROM POWER LINES, IF YOU <br />MUST WORK WITHIN 10 FEET OF POWER LINES <br />All lnk-n ,{1 <br />;^ `... <br />..... h -`. <br />- <br />- <br />PLEASE CALL PG&E O 800-743-5000 <br />50 <br />+ <br />00 <br />51 <br />+ <br />00 <br />52 + <br />00 <br />53 <br />+ 00 <br />54 + 00 <br />55 + 00 <br />56 <br />+ 00 57 + 00 58 + 00 <br />c 4 <br />ED- <br />Of <br />-- -_- __— <br />116 <br />- <br />DILLON & MURPHY <br />lift)— <br />— <br />— - <br />-- <br />-- - - <br />— <br />CONSULTING CIVIL ENGINEERS <br />- <br />- <br />ENGINEERING PLANNING SURVEYING <br />71 <br />1820 W <br />KETTLEMAN LANE, SUITE E LODI, CALIFORNIA 95242 (209) 334-6613 <br />�47 <br />IINST <br />ALL <br />242 LF 12' <br />U,uu11 <br />IMPROVEMENT PLANS FOR TRACT NO. 3440 <br />LL <br />41 LF <br />CARBONA STATION UNIT 3 <br />- <br />-= <br />- <br />- <br />- -- <br />_ <br />LEEANNA LANE <br />— <br />- <br />- <br />- <br />— <br />50 + 00 TO STA. 55 + 80 <br />--- <br />NOVEMBER, 2004 <br />--- <br />-- -- --- <br />- <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />- - - - -- - <br />-- <br />- <br />-- <br />-- <br />-. <br />T-- <br />---- <br />� <br />- <br />- <br />- - <br />- <br />-- <br />� <br />7 <br />__ REV. N0. DESCRIPTION <br />DATE SCALE: <br />AS NOTED BENCH MARK:9$-¢2 EL 138 SA SHEET <br />-:: <br />:.:_ <br />-. <br />- <br />-- <br />DRAWN <br />BY: EK LM <br />DESCRIPTION: <br />10 <br />OF 17 SHEETS <br />-- <br />BRASS CAP S/W CORNER OF <br />- - - - - <br />- <br />- <br />-- <br />- <br />-- <br />--- <br />-- <br />- � <br />- <br />-_ ---- <br />� <br />---- -- - <br />DESIGNED BY: B.G. <br />CONCRETE CULVERT 114' NORTH <br />OF N THE <br />OF MACEARDTH �R DRIVEWEST SIDE <br />CHECKED BY: C.D. <br />JOB NO. <br />0005 <br />AS BUILT BY: <br />