Laserfiche WebLink
G-vo 4, 1 ldq• 19- /& <br />F. <br />0 <br />i <br />in <br />0 10 20 30 <br />4I <br />w <br />FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES <br />a <br />0 <br />0 <br />QRpF ESS / pN�C <br />O <br />0 <br />N . 42439 Z- <br />?, <br />m <br />* 03-31-08 <br />O <br />C <br />9T V 1 �� <br />= O <br />0 <br />O c9 <br />w <br />�' <br />m <br />NOTES: <br />F OF CA��Fp <br />Z <br />• <br />W <br />+ r- <br />0 4- <br />� <br />1. ALL SANITARY SEWER PIPE MAINS TO BE SDR <br />-35 PVC MATERIAL UNLESS OTHERWISE SPECIFIED. <br />a- <br />Q <br />J <br />00 <br />z N I <br />J <br />2. ALL EXISTING UTILITY LOCATIONS SHOWN IN <br />PROFILE ARE APPROXIMATE. <br />CONTRACTOR <br />w <br />o <br />o <br />TO POTHOLE EACH SEWER CROSSING PRIOR <br />TO CONSTRUCTION. <br />(n <br />N <br />LLJ <br />z <br />W <br />F- <br />(J-) cD <br />Z <br />m <br />m <br />o <br />LJ <br />O <br />0 <br />\ <br />CN <br />� Ln(� <br />f <br />0 <br />0-) <br />LQ <br />Qo <br />w <br />o <br />Mg <br />G <br />W <br />M <br />--- <br />Lo <br />m <br />0 <br />0 <br />• <br />- -- <br />/ <br />s — --� —------- <br />— <br />----- <br />— <br />---- <br />—--- ---- <br />S <br />-- -- <br />MAIN STREET <br />o <br />. <br />F— <br />o <br />w <br />U <br />I <br />_ <br />Q <br />Ws <br />W <br />57 0 <br />58+0 <br />+00 <br />18"ss <br />�. <br />00 <br />61 +00 <br />W <br />62+ W <br />n <br />=S7 <br />co <br />18 ss <br />2'0 5'4 4" W <br />-CN <br />I <br />- -- <br />-- - <br />- - + _ <br />co <br />W <br />Z <br />C <br />Z <br />i <br />M <br />J_ <br />c� <br />a <br />Z <br />W O U <br />J N F- <br />' <br />O <br />J' <br />-- <br />rl <br />O <br />CONSTRUCTION STATIONING <br />LINE <br />W <br />n <br />� <br />a <br />C, <br />Q0w <br />V)=' <br />m <br />,u, <br />W■ <br />C-- G G� <br />G G <br />G <br />-G <br />G G -G <br />G <br />G G- <br />-- <br />G - G - ;; <br />- <br />-w <br />CO <br />N <br />0 <br />rn <br />O .-. <br />_... <br />O <br />N InCN <br />w co <br />X <br />O <br />u� <br />W <br />coo <br />PROPOSED <br />Q� <br />PROPOSED <br />FUTURE <br />WILHELMINA SCHOOL <br />N ' <br />, <br />RIGHT OF WAY <br />M <br />RIGHT OF WAY <br />/ <br />N <br />to <br />SEE <br />SHEET <br />3.04 <br />L <br />� <br />Z <br />0 <br />a <br />PLAN <br />1" = 20' <br />Q <br />Z <br />0 <br />ILL <br />EXISTING G <br />OUND <br />AT CENTERLINEZ <br />Q <br />c�I <br />0 <br />o v <br />30 <br />30 <br />= <br />-- <br />W <br />�i <br />xlI <br />I <br />X <br />xi <br />bi <br />w <br />+ <br />6 <br />�- <br />W <br />EXIST <br />D CROSSING <br />Z <br />EX <br />ST SD CROSSING <br />�� INV 24.9± <br />INV <br />24.1± <br />i <br />a <br />� <br />D <br />O <br />EXIST S1, <br />CROSSING <br />z <br />Q <br />EXIST SD CROSSING <br />INV 25. <br />± <br />Z <br />W <br />INV 24.3± <br />W0 <br />2 <br />WF— <br />z <br />20 <br />20 <br />J <br />cf) a <br />o <br />w <br />>- <br />o <br />0- <br />> <br />2 <br />OC <br />OC >- <br />w <br />z <br />W � <br />~ <br />W <br />3r.D <br />� <br />= <br />W O <br />u- <br />U <br />O <br />0 <br />Q <br />Z <br />10"���5-0.0010 <br />2.04 LF 1 <br />" SS <br />@ S=0.0010 <br />302 <br />LF 18 SS <br />@ S=0.0010 <br />— <br />10 <br />J <br />Q <br />= <br />z <br />J <br />W 00-- <br />00 00 <br />MUNICIPAL <br />UTILITIES DEPARTMENT <br />co z <br />�- <br />°° <br />CITY OF <br />STOCKTON, CALIFORNIA <br />° <br />I <br />N-) o0 <br />06 <br />SANITARY <br />SEWER <br />SYSTEM <br />SCALE 1 "= 20' <br />APPROVED BY <br />SHEET NO. <br />U <br />CD � <br />F-- �, <br />00 <br />DESIGNED BY TAC <br />DATE <br />4.0 4 <br />c i z o <br />z z <br />*6 EXTENSION <br />DRAWN BY JEB <br />OF SHEETS <br />co <br />ccn 000 > > <br />PROFILE <br />zLo--o�5 <br />ccn <br />o > > > <br />S S — 4 <br />CHECKED BY D D L <br />ASSISTANT DIRECTOR <br />� <br />0 <br />z z <br />- <br />z z z <br />RECORD DWCS. N/A <br />(SANITARY SEER ONLY) <br />� <br />LU = <br />O o <br />57+00 <br />58+00 <br />59+00 <br />60+00 <br />61+00 <br />62+00 <br />63+00 <br />� <br />qt <br />G-vo 4, 1 ldq• 19- /& <br />F. <br />0 <br />i <br />in <br />