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r <br />c <br />�N-� <br />0 <br />SCALE: 1" <br />= 40' <br />+ <br />+ <br />I� <br />OD <br />O <br />O <br />I I <br />86 <br />85 <br />o <br />1 5; o <br />+ <br />w <br />+870Q, <br />a <br />w91 d <br />�92 <br />o� <br />�� <br />oo <br />oo <br />II <br />Oz <br />O <br />3 <br />� <br />� <br />< <br />< <br />T 76Of'y8 <br />` <br />In <br />3 <br />cwii <br />rn <br />3 v1 <br />rn cn ; <br />3g TC 3 <br />I-II <br />--- <br /><R=30' <br />i <br />oO <br />4TCy <br />I -9p <br />I <br />I <br />40 <br />v <br />6' <br />,�, <br />7- -'2 <br />r <br />_0 <br />�•F-FG <br />SSMH 5 <br />8•+00 3100+m <br />SSMH 13 '- _._ - -;_ __-- <br />• <br />-�or+ov--- _"_ __Toss <br />8„ S <br />�-- -1 <br />- <br />i <br />- <br />-SSMH 74' <br />- + 00 108 + 00 <br />107 + 00 <br />1 <br />B + 00 <br />108 + 00 <br />o <br />RELOCATE POWER POLE <br />3' SAWCUT <br />AS NECESSARY TO A__ <br />_ <br />LOCATION APPROVED <br />A <br />BY P.G.&E. <br />150' TAPER <br />c0 <br />r <br />yL <br />z <br />z <br />yrj <br />Lu <br />J <br />W <br />N <br />= <br />NOTE: <br />= <br />V) <br />H <br />LJCL <br />CHRISMAN ROAD IMPROVEMENTS INCLUDING STREET <br />LIGHTS <br />Q <br />W <br />W <br />Q <br />t6' <br />AS PER CONDITION OF APPROVAL FOR PA -04-229 <br />(SU) <br />W <br />V) <br />SHALL BE DEFERRED (5 YEAR TERM) WITH SECURITIES. <br />N <br />� 31 8' <br />F 2.5' <br />LEGEND <br />AC. <br />ASPHALT CONCRETE <br />/ <br />TC. <br />TOP OF CURB <br />LP LOW POINT <br />2" AC OVERLAY WITH 10'J <br />W <br />WATER <br />FG FINISHED GRADE <br />GRINDING ADJACENT TO <br />CONSTRUCTION NOTES <br />SO <br />STORM DRAIN <br />GB GRADE BREAK <br />AREAS 10" AC <br />3" AC(SEE NOTE �) <br />E/P <br />EDGE OF PAVEMENT <br />(TYP.) TYPICAL <br />14" AB <br />01 INSTALL i" WATER SERVICE/METER PER S.J. CO. STD. <br />PLAN CW -W8. SEE F.F. <br />FINISH FLOOR <br />SS SANITARY SEWER <br />P.U.E. <br />PUBLIC UTILITY EASEMENT <br />INV INVERT <br />12" AB <br />s DEPENDING ON THE LOCATION OF THE <br />EX. GAS <br />LINE <br />DETAIL SHEET NO. 23 (TYP.). <br />STA. <br />STATION <br />WHEN FIELD VERIFIED, THE SHOULDER <br />REPLACEMENT <br />22) INSTALL 4" SEWER SERVICE PER S.J. CO. STD PLANS <br />S -7A. CL <br />CENTERLINE <br />SEE CONSTRUCTION NOTES <br />BEFORE YOU DIG <br />SECTION A—A <br />MAY NOT BE NECESSARY ALONG THE <br />ENTIRE LENGTH <br />SEE SHEET 23 (TYR). <br />EX <br />EXISTING <br />O EX. POWER POLE <br />OF WATERLINE CONSTRUCTION <br />OG <br />ORIGINAL GROUND <br />PROPOSED STREET LIGHT <br />CALL USA UNDERGROUND SERVICE ALERT <br />• SDMH <br />PROPOSED STORM DRAIN MAINTENANCE HOLE <br />• <br />48 HOURS PRIOR TO CONSTRUCTION. CALL <br />TOLL FREE 1-800-227-2600 <br />STA. 100+60 TO 105+00 <br />�/��j • SSMH <br />RECORDAV M' <br />PROPOSED CATCH BASIN <br />PROPOSED SANITARY SEWER MAINTENANCE HOLE PROPOSED FIRE HYDRANT <br />KEEP ALL VEHICLES, EQUIPMENT, TOOLS AND <br />CHRISMAN <br />RD. <br />V ! HP <br />HIGH POINT <br />PROPOSED WATER WALVE <br />PEOPLE 10 FEET FROM POWER LINES. IF YOU <br />o <br />Co: r coons By <br />(T) <br />TOTAL <br />w EXISTING WATER VALVE <br />MUST WORK WITHIN 10 FEET OF POWER LINES <br />PLEASE CALL PG&E O 800-743-5000 <br />SCALE: <br />nuc Cnan es B <br />g y <br />____ _ SSCO <br />-- <br />SANITARY SEWER CLEAN OUT <br />P.S.D.E. PRIVATE STORM DRAIN EASEMENT <br />HORIZ: 1"=40' <br />Date `l/Y�OZi--�- <br />B. C.LD. <br />_y.,_,__ <br />BANTA CARBONA IRRIGATION DISTRICT <br />. BLUE REFLECTIVE MARKER <br />VERT: 1"= <br />4' <br />Ai PCTs n sing This Drawin ; Shonlrl 1/nrif <br />INSTALL 3" AC, OVER 6.5" AB <br />All information By insI)ectlnCq <br />Thi <br />99 + 00 100 + 00 <br />101 + 00 <br />102 + 00 103 <br />+ <br />00 <br />104 + 00 <br />105 + 00 106 + 00 <br />107 + 00 <br />108 + 00 109 + 00 <br />110 + 00 <br />EX. OG 0 CENTERLNE--,p <br />- _ - <br />- <br />- -- <br />DILLON & MURPHY <br />- - <br />--- - <br />CONSULTING CIVIL ENGINEERS <br />-- <br />- - <br />- - <br />— <br />ENGINEERING PLANNING 9 SURVEYING <br />- -- <br />-- - ---- <br />- --- <br />- <br />- -- <br />- <br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />0 <br />--4-n <br />IMPROVEMENT PLANS FOR TRACT NO. 3422 <br />-- -- - <br />- -- -- - - <br />- - <br />- <br />- <br />CARBONA STATION UNIT 2 <br />- <br />CHRISMAN ROAD <br />- <br />_ <br />STA. 98+78.49 TO STA. 107+91.77 <br />--- <br />- <br />NOVEMBER, 2004 <br />GO n <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />--- - - - <br />--- x - <br />- ----- <br />to- ---.— <br />- - 5 -- - <br />__- _— <br />- -- - -- - <br />REV. <br />NO. DESCRIPTION DATE <br />SCALE: AS NOTED <br />BENCH MARK:BB-42 EL:135.98 <br />SHEET <br />--- <br />- <br />- -- _ <br />-- <br />_ <br />__-- <br />-_ <br />-- - <br />AWN <br />DESCRIPTION: <br />15 <br />-- <br />: <br />-- <br />_ <br />- -_- <br />DESIGNED BY: BG/EK <br />BRASS CAPS CORNER OF <br />�'' <br />OF 24 SHEETS <br />-- <br />- - - <br />-- -- -- <br />-- <br />-- <br />-- <br />-_ -CONCRETE <br />CULVERT 114' NORTH <br />CHECKED BY: BG <br />JOB NO. <br />OF LINNE RD. ON THE WEST SIDE <br />OF MAC ARTHUR DRIVE. <br />0005 <br />AS BUILT BY: <br />