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Orchard <br />_ D <br />3 <br />LU <br />+ �� N <br />o it 2319 ?BO <br />GNV r� 9 qC, <br />a I ti <br />A <br />, <br />6 W EX 3O "W -- --- -yt - <br />---�— EP Tl: - - - <br />110 111 112 -1-- <br />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 0 800-743-5000 <br />111 + 00 <br />112 + DD <br />RECORD DRAWING <br />Corrections By ge) <br />No Changes By <br />Daie 24 S <br />Any ursun using This Drawing Should Verify <br />All lnfnrmalion Sv 1n5(fech",. Th- Ci -e, "V <br />CL <br />12' <br />2" AC OVERLAY <br />3" AC <br />AB <br />113+00 <br />DEFERRED <br />42'W <br />T 18' <br />_ <br />- - - <br />- <br />- - <br />SECTION A -A <br />STA. 112+27 TO 116+67 <br />SCALE 1" = 10' <br />114+00 <br />IMPROVEMENTS PL <br />S.5' 4. <br />`IN <br />FF- <br />= - J <br />- <br />-' <br />- -- � <br />115+00 <br />LINNE <br />SCALE. <br />HORIZ: <br />VERT: <br />.ROAD <br />1" 40' <br />1"= 4' <br />116+00 <br />® DEFERRED <br />CL <br />12' 42' <br />3' 1 7' 18' <br />-�-2'F <br />- _ - <br />- _- - <br />2' AC OVERLAY - - _ <br />10" AC <br />L <br />12" AB - <br />SECTION A -A <br />STA. 112+27 TO 116+67 <br />SCALE 1" = 10' <br />117+00 118+00 <br />IMPROVEMENTS PL <br />5.5 4. <br />2' �� <br />�i - -� <br />- - ; �-- - <br />- <br />'1 <br />1 <br />119+00 <br />LEGEND <br />AC. <br />TC. <br />SD <br />E/P <br />F. F. <br />P.U.E. <br />STA. <br />CL <br />EX <br />OG <br />• SDMH <br />9SSMH <br />HP <br />SS <br />SSCO <br />ASPHALT CONCRETE LP LOW POINT <br />TOP OF CURB FG FINISHED GRADE <br />WATER GB GRADE BREAK <br />STORM DRAIN (TYP.) TYPICAL <br />EDGE OF PAVEMENT Ss <br />FINISH FLOOR SANITARY SEWER <br />PUBLIC UTILITY EASEMENT NV INVERT <br />STATION SEE CONSTRUCTION NOTES <br />CENTERLINE <br />EXISTING O EX. POWER POLE <br />ORIGINAL GROUND PROPOSED STREET LIGHT <br />PROPOSED STORM DRAIN MAINTENANCE HOLE 0 PROPOSED CATCH BASIN <br />PROPOSED SANITARY SEWER MAINTENANCE HOLE 1R PROPOSED FIRE HYDRANT <br />HIGH POINT PROPOSED WATER WALVE <br />w EXISTING WATER VALVE <br />TOTAL ® PROPOSED BLOWOFF <br />SANITARY SEWER CLEAN OUT <br />PROPOSED CLEANOUT <br />3" 14" AB, <br />NATIVVE ®957 R.C. <br />2" AC GRINDING, <br />AC OVERLAY <br />120+00 121 +00 122+ 00 <br />0 -- <br />EXISTING- <br />DILLON &MURPHY <br />CONSULTING CML ENGINEERS <br />ENGINEERING PLANNING SURVEYING <br />1620 W KETTL£MAN LANE, SUITE E, LOOT, CALIFORNIA 95242 (209) 334-6613 <br />- - - - <br />— <br />— -_ - - <br />_. _— - -- -- --- -- -- <br />IMPROVEMENT PLANS FOR TRACT NO. 2949 <br />CARBONA STATION <br />ONO-- — -- -- - ---- — -- -- - <br />STD. CW -SIO _ : - <br />--IF_ — - <br />-- <br />LINNE ROAD <br />STA. 109 + 65 TO STA. 116 + 65 <br />—_— <br />— - - _-- _ <br />OCTOBER, 2003 <br />SAN JOAQUIN COUNTY <br />SCALE: AS NOTED BENCH MARK:BB-42 EL:13R.58 SHEET <br />- -_ _ <br />-- <br />- - -- - -- - - ------ --- - <br />REV. NO. <br />DESCRIPTION <br />DATE <br />� <br />® <br />REVISE 55 LOC. <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. <br />DESCRIPTION: <br />BRASS CAP S/W CORNER OF <br />CONCRETE CULVERT 114' NORTH <br />LINNE RD. ON THE WEST SIDE <br />OF MAC ARTHUR DRIVE. <br />24 <br />--- _- -- -- - - <br />-- - -- --- - - --- -- - --� - <br />- <br />OF 27 SHEETS <br />-- ---- - - - - ---- -- - - <br />— — <br />CHECKED BY: C .D. <br />JOB N0. <br />0005 <br />_OF <br />-- - - -- - ----- - __ <br />AS BUILT BY: <br />