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Hca <br />4 <br />(E) C.L. CD M <br />GRADE ' M <br />x I —25 <br />11.5 LF 8" ALT. <br />SEWER PIPE (TYPE 'A') <br />® S= 0.0391 <br />CD <br />4 <br />r- 00 0) 00 <br />LO 04 t0 <br />EXIST. C.L. GRADE a II n <br />� f <br />Of o <br />330 LF OF 8" ALT SEWER PIPE I <br />(TYPE 'A') ® S=0.0094 <br />c� 3 <br />II <br />PPROX. LOCATION EXIST. <br />4" GAS CROSSING <br />DEPTH UNKNOWN I II <br />APPROX. LOCATION EXIST. <br />4" WATER CROSSING h <br />DEPTH UNKNOWN <br />EXIST. 27" SS <br />0 1 2 3 4 <br />DRAWN BY DATE <br />PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE <br />4J�P2u. A�vfa+� 31f<oz OAA+ 410d �in <br />LL7 <br />NAME DRAWER SHEET NO. ACAD <br />Mar. 01, ;007 - 13-57.Of3 DWG Name. 0. \6SAN040300\WATRES DRAT LING\sheets\sheet 1S.Awy Updated fay Rl ehu tsky <br />I <br />SCOTTS AVENUE <br />00 <br />4 <br />00 <br />rn <br />II <br />2 <br />W <br />0 <br />L6 <br />rn <br />EX SSMH OII <br />CT EXISTd SSMH <br />ICATIONS <br />4 I U) <br />{.h W SY • y.. <br />Uj <br />4..G ,W a' a"c <br />6"w 9+00 6 W 10+00 — 11+00 W <br />7 f — 7 �— — — Z <br />8S 8S J <br />t 1".,,.,-- UGf +IGT <br />r. <br />h v <br />R4 <br />�`1,, <br />' _ ' 0 <br />' "w ..,SSA^ ++as"�`' '. ' 95. ,,. 'xa^�q � • ` µ »T.,,^ �b�4 � �q, � ' � <br />g,. <br />NOTES: <br />1. PROPOSED MAINTENANCE HOLE RIM ELEVATIONS ARE BASED ON 40 SCALE AERIAL SURVEY <br />AND MAY NOT BE ACCURATE. THE CONTRACTOR SHALL SET THE RIM ELEVATIONS TO BE <br />FLUSH WITH THE FINISHED GRADE AS DETERMINED IN THE FIELD. <br />2. THE CENTERLINE GRADE SHOWN IN THE PROFILE REPRESENTS THE EXISTING GRADE AT THE <br />LINE OF STATIONING. ELEVATIONS SHOWN ARE APPROXIMATE. <br />ao n m ,n ,n It <br />SEE SHEET 6 <br />331 LF 8" ALT. SEWER PIPE <br />40 LF 8" ALT. SEWER PIPE (TYPE ''A') 0 S=0.004 <br />(TYPE 'A') ® Sr0.004 <br />EXIST. 27" SS <br />2 Z W <br />rn <br />N <br />2z <br />i <br />O <br />II <br />w z <br />5 <br />II <br />DATE <br />00 <br />ZZ0 <br />O <br />o <br />U zO <br />— <br />0 <br />I� <br />II <br />II <br />O <br />-5 <br />II <br />N <br />X.wiXtX <br />11�' <br />W <br />NIitIn <br />r3 II t --!II <br />ON <br />CN <br />N M n 00 <br />� <br />0 <br />00 00 ED <br />00 <br />-10 <br />+ <br />>> <br />+>> <br />zzzzz <br />d <br />z <br />N <br />_ <br />-15 <br />Q N X <br />x W <br />r— <br />x <br />Ld <br />0_ 00.00 <br />II <br />(D v O p O <br />ui� IIui <br />l00 <br />0)Lr)cr; <br />11 i 11 I I I I <br />V?'t <br />I x�00 <br />g <br />N <br />x ui 1 <br />—20 <br />10 11 <br />N I II 1n I I II <br />PLAN AND PROFILE <br />SCOTTS AVE. STA. 1+00.25 TO 11+50 <br />N II II <br />-20 <br />z W Z," <br />— <br />W Z U U z z 0 <br />Za <br />02 <br />[ . a0 (V 04 Opp 00 00 <br />± Z z Z ' Z Z Z <br />x I —25 <br />11.5 LF 8" ALT. <br />SEWER PIPE (TYPE 'A') <br />® S= 0.0391 <br />CD <br />4 <br />r- 00 0) 00 <br />LO 04 t0 <br />EXIST. C.L. GRADE a II n <br />� f <br />Of o <br />330 LF OF 8" ALT SEWER PIPE I <br />(TYPE 'A') ® S=0.0094 <br />c� 3 <br />II <br />PPROX. LOCATION EXIST. <br />4" GAS CROSSING <br />DEPTH UNKNOWN I II <br />APPROX. LOCATION EXIST. <br />4" WATER CROSSING h <br />DEPTH UNKNOWN <br />EXIST. 27" SS <br />0 1 2 3 4 <br />DRAWN BY DATE <br />PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE <br />4J�P2u. A�vfa+� 31f<oz OAA+ 410d �in <br />LL7 <br />NAME DRAWER SHEET NO. ACAD <br />Mar. 01, ;007 - 13-57.Of3 DWG Name. 0. \6SAN040300\WATRES DRAT LING\sheets\sheet 1S.Awy Updated fay Rl ehu tsky <br />I <br />SCOTTS AVENUE <br />00 <br />4 <br />00 <br />rn <br />II <br />2 <br />W <br />0 <br />L6 <br />rn <br />EX SSMH OII <br />CT EXISTd SSMH <br />ICATIONS <br />4 I U) <br />{.h W SY • y.. <br />Uj <br />4..G ,W a' a"c <br />6"w 9+00 6 W 10+00 — 11+00 W <br />7 f — 7 �— — — Z <br />8S 8S J <br />t 1".,,.,-- UGf +IGT <br />r. <br />h v <br />R4 <br />�`1,, <br />' _ ' 0 <br />' "w ..,SSA^ ++as"�`' '. ' 95. ,,. 'xa^�q � • ` µ »T.,,^ �b�4 � �q, � ' � <br />g,. <br />NOTES: <br />1. PROPOSED MAINTENANCE HOLE RIM ELEVATIONS ARE BASED ON 40 SCALE AERIAL SURVEY <br />AND MAY NOT BE ACCURATE. THE CONTRACTOR SHALL SET THE RIM ELEVATIONS TO BE <br />FLUSH WITH THE FINISHED GRADE AS DETERMINED IN THE FIELD. <br />2. THE CENTERLINE GRADE SHOWN IN THE PROFILE REPRESENTS THE EXISTING GRADE AT THE <br />LINE OF STATIONING. ELEVATIONS SHOWN ARE APPROXIMATE. <br />ao n m ,n ,n It <br />SEE SHEET 6 <br />331 LF 8" ALT. SEWER PIPE <br />40 LF 8" ALT. SEWER PIPE (TYPE ''A') 0 S=0.004 <br />(TYPE 'A') ® Sr0.004 <br />EXIST. 27" SS <br />!n Z <br />2 Z W <br />N 3 <br />Z W <br />2z <br />i <br />O <br />00 <br />�i <br />w z <br />"� <br />w <br />DATE <br />00 <br />ZZ0 <br />O <br />o <br />U zO <br />— <br />� (nom <br />- - <br />f 15 <br />O <br />00 <br />.. <br />N <br />X.wiXtX <br />11�' <br />W <br />NIitIn <br />r3 II t --!II <br />ON <br />CN <br />N M n 00 <br />� <br />0 <br />00 00 ED <br />00 <br />0>>>>> <br />+ <br />>> <br />+>> <br />zzzzz <br />d <br />z <br />¢ <br />_ <br />a; Ioo oori <br />I 1 I <br />P? <br />r— <br />x <br />v to <br />0_ 00.00 <br />II <br />ui� IIui <br />l00 <br />11 i 11 I I I I <br />0 <br />I 111 3 <br />N <br />I l t l <br />!n Z <br />2 Z W <br />N 3 <br />Z W <br />2z <br />zOzZZ <br />00 <br />�i <br />w z <br />"� <br />w <br />DATE <br />60 <br />ZZ0 <br />O <br />o <br />U zO <br />— <br />00 <br />- - <br />f 15 <br />O <br />0 IM M <br />U) <br />I <br />O <br />+ <br />11+0402 <br />11�' <br />W <br />NIitIn <br />r3 II t --!II <br />ON <br />CN <br />N M n 00 <br />� <br />0 <br />00 00 ED <br />00x0 .. - <br />0>>>>> <br />+ <br />>> <br />+>> <br />zzzzz <br />d <br />¢ <br />zzz <br />,O ZZ <br />N. CS6.49q <br />EXP. 6 30-a5 <br />\nV,t/ <br />8 <br />5 6 7 "` CM <br />COUNTY OF SAN JOAQUIN <br />0 <br />tl <br />HORIZ.:40 20 0 40 80 <br />VERT.: 4 2 0 4 8 <br />SCALE OF FEET <br />n I* <br />04 O <br />II II <br />I 17 LF OF 8" ALT. SEWER II <br />PIPE (TYPE 'A') ® S=0.01 <br />3 c� <br />APPROX. LOCATION EXIST. <br />3" GAS CROSSING <br />DEPTH UNKNOWN <br />APPROX. LOCATION EXIST. <br />4" WATER CROSSING <br />DEPTH UNKNOWN <br />00 <br />00 <br />o <br />z <br />x o,* <br />� I <br />V) I II <br />� II <br />Oz0 <br />0 <br />04 <br />00 00 <br />00 Z Z <br />PS O M A S <br />2295 Gateway Oaks Drive, Suite 250 <br />Sacramento, CA 95833 <br />(916) 929-7100 (916) 929-6380 (FAX) <br />87.5 LF OF 8" <br />ALT. SEWER PIPE <br />(TYPE 'A') 0 <br />S=0.01 <br />5 <br />U <br />LJ1-5 <br />I <br />101 <br />v 0 <br />2z <br />CITY OF STOCKTON, <br />00 <br />�i <br />w z <br />"� <br />O <br />DATE <br />v�0;0 <br />x <br />n^LO <br />c�. <br />3 Z <br />- - <br />f 15 <br />x <br />0 IM M <br />U) <br />I <br />LO <br />+ <br />CHECKED BY: CRC <br />11�' <br />W <br />NIitIn <br />r3 II t --!II <br />3 <br />T <br />15 <br />� <br />0 <br />Wi-. z <br />w <br />Z ?v O <br />� <br />j <br />—OZ O <br />? 0 <br />o6 <br />s- <br />N N 00 <br />0_ 00.00 <br />l00 <br />O <br />Z_ZZ 01 <br />OD ZZ_ <br />—20 <br />10 11 <br />Boggs Tract Sewer System <br />PLAN AND PROFILE <br />SCOTTS AVE. STA. 1+00.25 TO 11+50 <br />DEPARTMENT OF PUBLIC WORKS <br />CITY OF STOCKTON, <br />CALIFORNIA <br />SCALE: AS NOTED <br />APPROVED BY: <br />DATE <br />SHEET No <br />DESIGNED BY: RT <br />3 Z <br />- - <br />f 15 <br />DRAWN BY: RSL/CC <br />----- <br />I <br />_I r <br />�, <br />J <br />F 28 SHEETS <br />! PROJECT NO. <br />CHECKED BY: CRC <br />1--I^� <br />CITY ENGINEER <br />RECORD DWG.: <br />I STOCKTON, <br />CAI <br />ssANoao3 <br />