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p� <br />N--- <br />co <br />N <br />} <br />r <br />SCALE., 1" = 40' <br />} <br />n <br />O <br />I <br />I <br />Fl <br />1 <br />❑1 <br />I <br />� <br />D <br />� <br />- <br />-�ito <br />-� <br />-�'� moi- <br />a\ <br />1 <br />3 <br />113+00 —114+00 <br />118a0D <br />N 110+00 <br />+ 00 100 + 00 110 + 00 111 + 00 <br />115+00 118+00 11)+00 <br />O <br />M <br />Of <br />T <br />1 <br />A <br />1 I <br />z <br />z <br />J W <br />J <br />W <br />N <br />N <br />U <br />L <br />U <br />Q W <br />16' 16'' <br />Q <br />W <br />LEGEND <br />AC. <br />ASPHALT CONCRETE <br />3" AC(SEE NOTE *) <br />TC. <br />W <br />TOP OF CURB <br />WATER <br />LP LOW POINT <br />FG FINISHED GRADE <br />14" AB <br />SD <br />E/P <br />STORM DRAIN <br />EDGE OF PAVEMENT <br />GB GRADE BREAK <br />(TYP.) TYPICAL <br />� <br />BEFORE YOU ��G <br />CALL USA UNDERGROUND SERVICE ALERT <br />48 HOURS PRIOR TO CONSTRUCTION. CALL <br />TOLL FREE 1-800-227-2600 <br />KEEP ALL vEHlc�s, EQUIPMENT, Tools AND <br />PEOPLE 10 FEET FROM POWER LINES, IF YOU <br />MUST WORK WITHIN 10 FEET OF POWER LINES <br />SECTION A -A <br />STA. 107+91.77 TO 117+24.36 <br />* DEPENDING ON THE LOCATION OF THE <br />WHEN FIELD VERIFIED, THE SHOULDER <br />OMAY F NOT BE NECESSARYALONG THE <br />EX. GAS LINE <br />REPLACEMENT <br />ENTIRE LENGTH <br />CHRISMAN RD <br />SCALE: <br />R DRAWING <br />RECORDDR `• r I_ `4G <br />Corrections8 <br />No (;t1an es B <br />__ <br />t� tc K <br />ft'" Per -on 1s nU This brewing Should Ve�iiv <br />I err"1 : ,', :q r; -,� �; I ��0" <br />F. F. <br />P.U.E. <br />STA. <br />CL <br />OG <br />SDMH <br />SSMH <br />HP <br />(T) <br />SSCO <br />B. C. 1. D. <br />FINISH FLOOR SS SANITARY SEWER <br />PUBLIC UTILITY EASEMENT INV INVERT <br />STATION ,� <br />CENTERLINE V SEE CONSTRUCTION NOTES <br />OREX IGINAL GROUND -0- EX. POWER POLE <br />`� PROPOSED STREET LIGHT <br />PROPOSED STORM DRAIN MAINTENANCE HOLE - n PROPOSED CATCH BASIN <br />PROPOSED SANITARY SEWER MAINTENANCE HOLE PROPOSED FIRE HYDRANT <br />HIGH POINT PROPOSED WATER WALVE <br />TOTAL w EXISTING WATER VALVE <br />SANITARY SEWER CLEAN OUT © BIOLOGICAL SAMPLING STATION <br />BANTA CARBONA IRRIGATION DISTRICT P. S. D. E. PRIVATE STORM DRAIN EASEMENT <br />PLEASE CALL PG&E ® 800-743-5000 <br />HORIZ: 1"=40' <br />VERT: 1"= 4' <br />BLUE REFLECTIVE MARKER <br />108 + 00 109 + 00 <br />110 + 00 111 + 00 <br />112 + 00 <br />113 + 00 114 + 00 <br />115 + 00 116 + 00 <br />117 <br />+ 00 <br />118 + 00 <br />119 + 00 <br />DILLON & MURPHY <br />- <br />- - <br />CONSULTING CIVIL ENGINEERS <br />ENGINEERING PLANNING SURVEYING <br />-- - - - _ - — - - <br />_ - <br />-- <br />- <br />- <br />-- <br />- <br />- <br />-- - ---- — - <br />--- - -- -- <br />- <br />1820 W KE771EMAN LANE, SUITE E, LORI, CALIFORNIA 95242 209 334-8613 <br />- -- - - <br />- -- <br />- <br />---- - -- <br />-- - - — - <br />- <br />- <br />IMPROVEMENT PLANS FOR TRACT NO. 3422 <br />- <br />— <br />CARBONA STATION UNIT 2 <br />-- <br />- _ <br />-- <br />CHRISMAN ROAD <br />+a4 <br />Cy- - <br />-- <br />- <br />-- <br />- - <br />- - <br />- <br />-4 1 1 A <br />STA. 107+91.77 TO STA. 117+24.36 <br />NOVEMBER, 2004 <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />- - - - - <br />-- - - - - -- <br />- -- a - - <br />-- - - --- <br />- - - - - <br />- -- -- <br />- -- <br />-- <br />- - - <br />- --- - ------ — --- <br />--^ <br />REV. NO. <br />DESCRIPTION DATE <br />SCALE: AS NOTED <br />BENCH MARK:BB-42 EL:138.58 <br />SHEET <br />DRAWN BY: EK <br />DESCRIPTION <br />DESIGNED BY: BG EK <br />OF 24 SHEETS <br />BRASS CAP CORNER OF <br />CONCRETE CULVERT 114' NORTH <br />OF LINNE RD.R THE WEST SIDE <br />- - - -- - -- -- - -- -- - - - - -- - - <br />- __-- _ - - <br />- -- - - -- - — -- - - - - - -- -- - - -- - -- -- <br />CHECKED BY: BG <br />,100 <br />00055 <br />AS BUILT BY: <br />