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N <br />Q <br />M <br />3 <br />N <br />1.5" WATER <br />\ <br />- - <br />x <br />711.2 <br />x <br />110.9 <br />170.8 <br />x <br />110.7 <br />x <br />x <br />1 0.5 <br />110.4 <br />x �� <br />WW <br />710..3 <br />x <br />110.5 <br />x <br />710.4 <br />x <br />110.3 <br />x <br />110.1 <br />709.9 109 9_/ .9 70 <br />x x x <br />110.2 <br />x <br />x <br />111.6 <br />111.4 <br />x <br />111.3 <br />x <br />x <br />111.3 <br />x <br />171.2 <br />171.2 <br />x <br />177.7 <br />x <br />x <br />717.2 <br />1 1 L 1 <br />x <br />110.9 <br />x <br />110.8 <br />x <br />ENCS <br />STA. <br />1 rpx <br />AREA <br />110.7 110.5 <br />CONSVUCTION x <br />34 + 76.85 <br />110.5 <br />x <br />110.5 <br />x <br />110.6 <br />x <br />110.5 <br />x <br />110.3 110.2 <br />x <br />7,' .1 <br />x % <br />110.4 �1 0.6 <br />x // 8 <br />j/x <br />x <br />x <br />x <br />INSTALL SSMH <br />x <br />'17 / <br />x <br />x <br />717.7 <br />117.8 <br />111.9 <br />(TW) <br />I <br />112.2 <br />I <br />1 12.3 <br />111.5 171.4 <br />x x <br />111.6 111.5 <br />x x <br />711.7 177.6 <br />x x <br />zfl_l-1 <br />x- - <br />j 9 111,9 <br />x <br />1 <br />`ro <br />111.3 <br />x <br />111.5 <br />x <br />711.8 <br />x <br />x <br />717.9 <br />x <br />x <br />x <br />x <br />x <br />i1T2 <br />171.4 <br />771.6 <br />-------10'P,U.E. <br />117-8 <br />111.4 <br />x <br />11 1.5 <br />x <br />171.6 <br />x <br />x- <br />111,9 <br />x <br />171.4 <br />x <br />11 1. S <br />x <br />171.7 <br />x <br />TIAll <br />- <br />712.1 <br />x <br />111.3 171.2 711.1 <br />x , x x <br />)� <br />xp Sp <br />111.5 FTI 3_ <br />x x- �.c _INSTALL <br />I4.1 <br />711.7 117. � 111.4 <br />x x� x <br />I z <br />J 1.6 171.5 <br />x x <br />Pi <br />0, P/ <br />711.8 111.6 <br />x x <br />172.7 111.8 <br />x x <br />- - <br />163 LF 8" <br />117.3 <br />x <br />111.4 <br />x <br />711.6 <br />x <br />117.7 <br />x <br />110.9 <br />x <br />- - - - <br />SSS --- <br />717.2 <br />z <br />111.4 <br />x <br />77L5 <br />x <br />171.6 <br />x <br />110.81 <br />xlti N <br />0 <br />_ <br />171.1 <br />x <br />111.3 <br />x <br />l <br />1177.3 <br />x <br />111.4 <br />x <br />110.5 110.7 <br />x x <br />ACCESS ROAD <br />_ <br />111.7 711.2 <br />x x <br />717.3 111.,3 <br />x x <br />111.2 171.2 <br />x x <br />1713 11L5 <br />x x <br />x <br />x <br />x <br />x <br />x <br />170.8 <br />710.9 <br />1772 <br />171.2 <br />111.2 <br />x <br />x <br />x <br />x <br />x <br />170.8 170.6 110.4 110.4 110.2 110.4 110.6 710.7 <br />x x x x x x /� <br />/ f <br />110.8 110.6 1 10.6 110.5 110.5 1 10 1 4.3 <br />x x x x �' <br />/x X s . LEGEND <br />/ <br />170.9 170.7 770.8 170.8 �, 8 1 .3 �/ P/L PROPERTY LINE <br />OG ORIGINAL GROUND <br />x x x �x 7 EX. EXISTING <br />7 <br />POWER POLE <br />42 / f EX. GRADE <br />x 170.9 -- �J12411 "2 4 / '41L 18 3 EX CONTOURAND INDEX <br />.5 x TOP OF CANAL <br />ARY <br />11 ��� �� _ i 1�J�� ���� SANITARYSEWERO <br />s r. x/ <br />177.1 177.3 _ /111. <br />x / <br />k <br />1 <br />1 ! 4.8. 17 <br />x <br />171.4 7 5 724 112.2 <br />� x / 1 1 4 9 xJ'1 x <br />x <br />1124 <br />O <br />71P.2 <br />Z <br />112.2 <br />x <br />x <br />112.212 <br />x <br />1;, 117,1 <br />x <br />1121 <br />x x <br />BARE LAND <br />112.2 <br />112.1 <br />x <br />711.8 <br />x <br />111.7 <br />x <br />x <br />717.6 <br />117.5 <br />x x <br />111.4 <br />x <br />/ <br />0 <br />111.5 '1) 170, <br />/ i 5 x <br />/�� so <br />./ x <br />112.3 <br />x <br />BEFORE YOU DIG <br />CALL USA UNDERGROUND SERVICE ALERT <br />x <br />712.6 <br />SEE( <br />STAT <br />1 <br />1172.3 <br />(SHEET <br />127 + <br />1723 <br />x <br />26C <br />00 <br />x <br />112.3 <br />x <br />112.3 <br />112.2 <br />x <br />712.3 <br />x <br />x <br />112.3 <br />SANITARY <br />SCALE: <br />VERT; <br />VER: <br />SEWER <br />1"=40' <br />1'= 4' <br />117.7 <br />/ <br />%71 �.9 <br />7 <br />7 / <br />'' <br />770.7 712.4 <br />x <br />NOTE: PIPE FLOWS TO WWTP INFLUENT <br />PUMP STATION -SEE WWTP PLANS BY <br />7-H FOR CONTINUATION. <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 ® 800-743-5000 <br />26 + 00 <br />27 + 00 <br />28 <br />+ 00 <br />29 <br />+ 00 <br />30 <br />+ 00 <br />31 <br />+ 00 <br />32 <br />+ 00 <br />33 + 00 <br />34 + 00 <br />35 + 00 <br />00 <br />LEI <br />A <br />uj <br />Ld <br />-s: <br />LL] <br />ell <br />,-J2EF <br />AIX <br />PIG <br />ROUND <br />- <br />_ <br />- <br />DIIION & MURPHY <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />CONSULTING CIVIL ENGINEERS <br />- <br />- <br />-- <br />- <br />-- <br />- <br />-- <br />ENGINEERING PLANNING SURVEYING <br />1820 W. KET7LEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />CARBONA STATION <br />-_ <br />-- <br />�NSTAtI <br />€ a" <br />--- <br />ss <br />- <br />_ n 0033 <br />" - <br />SANITARY SEWER FORCE MAIN <br />- <br />ABD <br />- <br />- <br />STA. 27 + 00 TO 34 + 76.85 <br />OCTOBER. 2003 <br />-- - - - <br />__ <br />TRACY, CALIFORNIA <br />REV. N0. DESCRIPTION <br />DATE <br />SCALE: AS NOTED <br />BENCH MARK: BB_42 EL: 138.58 <br />DESCRIPTION: <br />SHEET NO. <br />DRAWN BY: SM <br />26D <br />DESIGNED BY: BG <br />OF 27 SHEETS <br />--- - - -- - :. :- - - - - -- - <br />- - --- -- _-- - -- <br />BRASS CAP S/W CORNER OF <br />CONCRETE CULVERT 114NORTH <br />- - -- - <br />- - - <br />- <br />_ <br />_ - <br />-- <br />--- <br />-- <br />- <br />-- <br />CHECKED BY: CD <br />ST SID <br />OF LINNE RD. ON THE WE E <br />OF MAC ARTHUR DRIVE. <br />JOB NO. <br />0005 <br />wua_ i0 oaasrnnin <br />AS BUILT BY: <br />