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RECORD DRAWING <br />Corrections By 1% <br />No Changes By <br />Date I1L410i <br />I <br />Any Person Using This Drawing Should Verify <br />Alf inforrnstion By inAVOctinq ThP Sap Of 1NCrf <br />I <br />GNV <br />42 <br />44 <br />fY <br />I <br />� <br />GNV <br />Piles <br />Piles <br />fY <br />uj <br />1 <br />31 32 <br />43 <br />_ <br />GNV <br />Orchard <br />'e <br />EL <br />Pc <br />qc <br />W <br />° <br />B <br />01 <br />T <br />98 + 00 99+ 00 <br />OVERLAY TO CL 100 + 00 101 + 00 102 + 00 <br />— ' <br />103 + 00 14,-1104 <br />�.. <br />+ 00 <br />105 + 00 <br />106 + 00 <br />B <br />107 + 00 108 <br />+ 00 109 f90— <br />_ <br />GNV <br />— <br />LEGEND <br />DEFERRED IMPROVEMENTS PL ® <br />DEFERRED IMPROVEMENTS PL <br />DEFERRED IMPROVEMENTS PL <br />AC. <br />ASPHALT CONCRETE <br />LP LOW POINT <br />CL <br />GL <br />CL <br />TC. <br />TOP OF CURB <br />FG FINISHED GRADE <br />SCALE: N 1" = 40" <br />12' <br />42' 12' <br />42' <br />12' <br />42' <br />W <br />WATER <br />GRADE BREAK <br />'v <br />SD <br />STORM DRAIN <br />(TYP.) TYPICAL <br />(T <br />T 18' ''. 5. 4. 3' <br />T <br />18' <br />S.5' 4. <br />_ 12' <br />18' <br />.5.5 4. �' <br />E/P <br />EDGE OF PAVEMENT <br />SANITARY SEWER <br />F. F. <br />FINISH FLOOR <br />IN <br />NV INVERT <br />I <br />2 �' .F 2'�� <br />2' �- <br />2 -�' <br />P.U.E. <br />STA. <br />PUBLIC UTILITY EASEMENT <br />STATION <br />SEE CONSTRUCTION NOTES <br />CL <br />CENTERLINE <br />—0— EX. POWER POLE <br />BEFORE YOU DIG <br />_ <br />- <br />3" AC <br />� - <br />EX <br />OG <br />EXISTING <br />ORIGINAL GROUND <br />� n TCHYB <br />2" AC OVERLAY <br />- - _- J <br />- ---- _ - 2' AC OVERLAY <br />- <br />- <br />-- - -- -_- - <br />FF i <br />-- -- <br />__ <br />--- - _ - <br />-- J <br />0 SDMH <br />PROPOSED STORM DRAIN MAINTENANCE <br />PROPOSED CAPROPOSED <br />HOLE BASIN <br />PROPOSED FIRE HYDRANT <br />CALL USA UNDERGROUND SERVICE ALERT <br />_ _ J <br />- <br />- <br />- --- <br />-- <br />- <br />_J <br />0 SSMH <br />PROPOSED SANITARY SEWER <br />MAINTENANCE HOLE <br />PROPOSED WATER WALVE <br />48 HOURS PRIOR TO CONSTRUCTION. CALL <br />3' AC <br />-_I 10" AC <br />_I <br />14" AB <br />��• <br />_� <br />HP <br />HIGH POINT <br />H <br />w EXISTING WATER VALVE <br />TOLL FREE 1-800-227-2600(T) <br />L <br />TOTAL <br />® <br />14" AB <br />L <br />SSCO <br />SANITARY SEWER CLEAN OUT <br />PROPOSED BLOWOFF <br />KEEP ALL VEHICLES, EQUIPMENT, TOOLS AND <br />--� - - _J 12" AB <br />- --- -- -- --. <br />--- <br />--- <br />J <br />® 3" AC, 14" AB, NATIVE ®95% <br />PEOPLE 10 FEET FROM POWER LINES, IF YOU <br />MUST WORK WITHIN 10 FEET OF POWER LINES <br />CTION -A LINNE ROA_ D <br />_� <br />SECTION <br />8-8 <br />--_- -- - <br />SECTION <br />A-A <br />PLEASE CALL PG&E ® 800-743-5000 <br />AC GRINDING, 2" AC OVERLAY <br />TA. <br />98+22 TO 1N+66-SCALE: STA. <br />112+27 TO <br />116+67 <br />STA. 104 + 88 TO <br />108 + 09 <br />SCALE <br />1" = 1 HORIZ: 1"=40' <br />SCALE 1" <br />= 10' <br />SCALE : 1" <br />= 10' <br />VERT: 1"= 4' <br />98 + 00 99 + 00 <br />100 <br />+ <br />00 101 + 00 102 + 00 <br />103 <br />+ 00 <br />104 + 00 <br />105 + 00 <br />106 + 00 <br />107 <br />+ 00 108 + 00 109 + 00 <br />47 <br />z <br />194 <br />- <br />_ —W <br />Ex3W <br />w <br />- <br />_ <br />- <br />- - <br />_ <br />- <br />DI110N & MURPHY <br />- <br />- <br />- <br />CONSULTING CIVIL ENGINEERS <br />ENGINEERING PLANNING SURVEYING <br />- - —- <br />-:: :-..- -: _ <br />-_ <br />_ --. <br />--_ <br />- <br />- <br />- <br />1820 W KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />- <br />- <br />- <br />- <br />-- <br />IMPROVEMENT PLANS FOR <br />- <br />_ <br />-CARBONA <br />- <br />- <br />- <br />STATION <br />N�- -- <br />LINNE ROAD <br />STA. 98 + 00 TO STA. 109 65 <br />+ <br />- <br />- <br />- <br />OCTOBER 2003 <br />- - - <br />-- - - <br />- - - - - - - <br />-- <br />SAN JOAQUIN COUNTY <br />- - <br />- - - -- - <br />-- - <br />_-- -- __-- <br />__-" --- <br />--- ---- <br />- <br />---- <br />REV. NO. DESCRIPTION <br />DATE <br />SCALE: AS NOTED <br />BENCH MARK:813_42 EL:138.58 <br />SHEET <br />- <br />1 <br />REVISE SS LOCATION <br />REVISE SEC. A-A <br />1/5/05 <br />1/5/05 <br />DRAWN BY: S.M. E.K. <br />DESIGNED BY: B.G.CONCRETE <br />DESCRIPTION: <br />BRASS CAP S W CORNER OF <br />CULVERT 114' NORTH <br />23 <br />- - -- -- -- - -- - - --- — - - <br />- - <br />_. -- _ - — - - - -- -- - - <br />OF SHEETS <br />CHECKED BY: C.D. <br />JOB NO. <br />OF LINNE RD. THE WEST SIDE <br />- -- - -- - -- - -- --- --- - - -- --- --- <br />_ <br />OF MAC ARTHUR DRIVE. <br />0005 <br />i._ goo ams..i> ",",z>o• <br />AS BUILT BY: <br />