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ti <br />- + i + 1 <br />� u <br />I ARV <br />1 <br />v EXS"W <br />"10' WATER <br />EASEMENT <br />ti <br />Tti' <br />NOTE: <br />1. MODIFY EXISTING WATER PIPE AS NECESSARY TO ACHIEVE <br />THE REQUIRED DEPTH FOR THE RAILROAD CROSSING. <br />59 + 00 60 + 00 <br />- - <br />-. . EX. -_ <br />PIPE AND (DASING <br />- <br />CC NOTE 1 <br />Pi <br />5 <br />� <br />+ <br />1 6.45' <br />�. <br />+ <br />61 + <br />.THROUGH-' <br />�,� <br />A <br />�T` <br />+ <br />10 <br />0 10 P <br />FL <br />SCALE: <br />HORIZ: 1"=40' <br />VERT: 1'= 4' <br />00 <br />i V) <br />1 `LLOT <br />++ <br />+ <br />E 0 <br />�ti <br />62 <br />�� <br />+ <br />LINE <br />W <br />11 <br />+ 00 <br />P� <br />+ <br />N <br />"�' <br />+ <br />� <br />_-_ <br />4� <br />+ <br />ti <br />`L <br />+0' <br />+ <br />63 <br />Q �,� <br />6 <br />C <br />LLJ <br />� ti <br />+ 00 <br />h <br />{ <br />0 <br />+� <br />27 <br />64 + 00 <br />lz <br />._.__.PIRE <br />100' R.R. <br />0 <br />+ <br />1 <br />10' WATER <br />EASEMENT <br />ARV <br />1 <br />k <br />l° 0 <br />+oL'0 <br />1 i <br />NOTE: <br />1. MODIFY EXISTING WATER PIPE AS NECESSARY TO ACHIEVE <br />THE REQUIRED DEPTH FOR THE RAILROAD CROSSING. <br />49 + 00 50 + 00 <br />EX. <br />SAND FILL BETWEEN�- <br />AND <br />iV4 AND <br />In <br />I <br />CASING <br />W <br />V <br />�, <br />I <br />+ <br />� <br />� <br />51 + 00 <br />__z <br />`b <br />ti°�6 <br />0 <br />0 0 <br />TO <br />, <br />+LOT LINE <br />ti <br />15 <br />SCALE: <br />HORIZ: <br />VERT: <br />52 + <br />_ <br />W <br />1"=40' <br />1"= 4' <br />00 <br />� ti <br />,zti <br />+ <br />,�. 1 <br />, <br />i <br />FILE <br />/ <br />U% <br />b 3 o Q <br />RECORD DRAWING <br />Corrections B y—I�Iy <br />No Changes By <br />Date (/26/bf <br />Any Pers n Ming This Drawing Should Verify <br />- <br />53 + 00 II information By0Onspecrinn Thi ���� ^.+-- <br />124 <br />10 RIM <br />_. <br />__- <br />-... <br />.�'RTFiF- <br />R6d <br />JULI <br />119.52 4NV <br />61) <br />�47i IF 19" eig,1A <br />11671 INV <br />Ilff 0 .17-11 <br />__— <br />—__ <br />--W+30.44 <br />(3+94.95 DEPOT <br />DEPOT <br />R <br />(1_9&71.04 <br />DEPOT 14ASTER <br />OR <br />(12+71 04 DEPOT 10ST" <br />- <br />- <br />-- <br />GAEL USA UNDERGROUND SERVICE <br />SCAI F:_.- <br />� <br />CI�n C. <br />-- <br />— <br />NALERT <br />48 HOURS PRIOR TO CONSTRUCTION CAI I <br />.CAI <br />, <br />_._ <br />___- <br />....WEIP17, <br />__ <br />_.._ <br />- <br />_.__ <br />TOEL FReF-aoc-zz7-asoc <br />_ <br />WQP17- <br />11—on__ <br />- <br />1. �� <br />_ <br />_- : <br />kIOR��'? <br />_ 20 <br />- <br />_. <br />_ <br />LS <br />FFROM <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />PEOP[E�10 FEET POWER aNES IFYOU- <br />_ <br />- _- <br />_ _ <br />WORK 10 FEET POWER <br />MUST WITHIN OF LINES <br />4 cc <br />- <br />- <br />- <br />DILLON & MURPHY <br />- <br />CONSULTING CIVIL ENGINEERS <br />- - <br />- <br />--- <br />_ <br />ENGINEERING PLANNING SURVEYING <br />- <br />- -- <br />--- <br />7820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6813 <br />- - <br />- - <br />- <br />- <br />IMPROVEMENT PLANS FOR TRACT N0. 2949 <br />-- <br />1_4 <br />- <br />- <br />CARBONA STATION <br />I i qq INV <br />--- <br />STORM DRAIN CROSSING DETAILS <br />An <br />t <br />„. <br />AND WATER CROSSINGS <br />_ <br />INV <br />. <br />-- <br />- -.- <br />OCTOBER, 2003 <br />SAN JOAQUIN COUNTY <br />REV. NO. <br />DESCRIPTION <br />DATE <br />SCALE: AS NOTED <br />BENCH MARK:BB-42 EL:138.58 <br />SHEET <br />_-- -- - - - <br />- -- <br />ADD ARV'S <br />1/5/05 <br />DRAWN BY: S.M. E.K.DESCRIPTION: <br />27 <br />9:09- �11 -- <br />® <br />ADD VALVES <br />1 5 05 <br />DESIGNED BY: B.G. <br />P SLW C <br />BRASS CA CORNER OF <br />CONCRETE ER 14 <br />F LINNE RD. ON THE WESTSIDE. <br />OF MAC ARTHUR DRIVE. <br />OF 27 SHEETS <br />_ -.-�_- _... .... <br />SGAL€: _._ ' <br />___. _.. ...__ <br />- - -- ---- <br />__ <br />- • • _ <br />HOI_ - <br />- - --- <br />® <br />REVISE SD LINE <br />1/5/05 <br />CHECKED BY: C.D. <br />JOB N0. <br />0005 <br />--HOZ; - -��-- — -- --- — - <br />3`" , _ <br />AS BUILT BY: <br />