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Last modified
10/15/2024 11:38:33 AM
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(E) C.L. <br />GRADE ' <br />5 <br />a <br />—10 <br />—15 <br />—20 <br />1-25 <br />r <br />L,0^ m e r Y r Y r 7 <br />r .`l vAyy�, <-,s M�,d",de sy.,� #+• M - s„i� f /:"«.*1'+�+ns�.+"�F %a. ,�,... C�� c ti�+yr q <br />•� �zi'.`ti91Ef.Y� �AA1VC'n45� NQ�. 4w��.� a. �xh.'�Sv .�'"". � <br />f d M M <br />ct 4 4 4 <br />O <br />4 <br />n <br />M <br />rn <br />M <br />11 <br />12 <br />13 <br />14 15 <br />E <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />SUBMITTED <br />I� <br />DATE <br />APPROVED <br />r,06 r <br />2 <br />.d.�i�.*-•— <br />/�/Z <br />CIS �• �,,�. <br />S�4IoZ <br />� � �' <br />o <br />/y/e�, <br />�� ��.��s <br />,AWLR SHEET N4. <br />II I13z <br />Z <br />Mar_ 01, 2007 14:74.30 DWG Nam,: 0:AW5AN04000\WAIRE', <br />DRA[TING \sheets\sheet '6.dwq Updated By: RIehutsky <br />Z r x <br />DATE <br />31¢% L <br />N <br />N <br />N <br />U <br />II <br />X <br />W <br />.� <br />N n <br />4 r <br />o6 <br />T 36 <br />I <br />00 I n <br />0 IIS <br />0 LLI <br />H <br />W zO <br />M <br />Lr) <br />N <br />+ > <br />'n z <br />S. <br />SCOTTS AVE N U E1. 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 />EXIST. <br />tL <br />t0 O 01 r- <br />04 <br />-N M <br />M <br />W <br />EXIST. C.L. GRADE <br />II II <br />it II <br />II II <br />x <br />10 <br />r <br />N.. <br />r <br />W <br />r - <br />� <br />t0 <br />t0 <br />X <br />v n <br />I� <br />X <br />W <br />No <br />r,06 r <br />2 <br />nLo <br />00 Lo <br />M <br />O� I <br />op <br />o <br />l H> <br />0 <br />z <br />II I13z <br />Z <br />n 3 6 <br />ICITY ENGINEERii <br />Z r x <br />W <br />W <br />In <br />ZW <br />Z O <br />6SAN0403 <br />O.i <br />Z O <br />-•. Z <br />O <br />Q <br />, Ld <br />00 <br />M <br />P h e <br />00 <br />OD <br />r <br />n <br />NN00 <br />+ <br />»>N <br />+»> <br />tl <br />iOzzza <br />ROzzz <br />17 <br />iE=? <br />00 <br />L6 <br />vi <br />HORIZ.:40 20 <br />VERT.: 4 2 <br />� N <br />A Ui <br />J. 22 LF OF 8" ALT. SEWER PIPE (TYPE 'A') ® S=0.0032 <br />225 LF OF 8" ALT. SEWER PIPE (TYPE 'A') ® S=0.0032 <br />EXIST. 27" SS <br />21 <br />F <br />oz <br />0000 <br />J > <br />z <br />,w FSS .a`er� S <br />0 40 80 <br />IIIIIIIINIIIIIIIII <br />0 4 8 <br />SCALE OF FEET <br />O 0) <br />16 4 <br />n <br />I <br />I <br />v <br />LU <br />N 0) <br />=rl <br />I <br />�nln <br />� II <br />V) 3 <br />57< IF <br />- <br />D <br />o <br />OR <br />'t N <br />O <br />+ <br />N Z <br />N <br />19 20 Boggs Tract Sewer System <br />PLAN AND PROFILE <br />E_ s; SCOTTS AVE. STA. 11+50 TO 21+40.22 <br />R. o <br />No C56,49 Z PSOMAS -- <br />m 2295 Gateway Oaks Drive, Suite 250 DEPARTMENT OF PUBLIC WORKS <br />rxP. e -30-0s Sacramento, CA 95833 CITY OF STOCKTON, CALIFORNIA <br />p* (916) 929-7100 (916) 929-6380 (FAX) <br />COUNTY OF SAN JOAQUIN <br />5 <br />—5 <br />10 <br />15 <br />20 <br />SCALE: AS NOTED <br />of <br />ATE: <br />r <br />000 <br />16 <br />DESIGNED BY: RT <br />W <br />I �\ <br />r <br />O <br />U <br />d <br />Z <br />CHECKED BY: CRC <br />ICITY ENGINEERii <br />•N <br />_ <br />6a0�et <br />6SAN0403 <br />ui <br />NII <br />(nI <br />H �i <br />II H it <br />N <br />tl <br />Z <br />XLd <br />, R- Z W <br />LU <br />W <br />�w <br />U <br />OZZ <br />z <br />O- <br />U) <br />O� <br />aaD <br />N co a0 <br />6 <br />00 <br />O <br />+ <br />+ <br />00 <br />z z z <br />O7 <br />z <br />00 <br />L6 <br />vi <br />HORIZ.:40 20 <br />VERT.: 4 2 <br />� N <br />A Ui <br />J. 22 LF OF 8" ALT. SEWER PIPE (TYPE 'A') ® S=0.0032 <br />225 LF OF 8" ALT. SEWER PIPE (TYPE 'A') ® S=0.0032 <br />EXIST. 27" SS <br />21 <br />F <br />oz <br />0000 <br />J > <br />z <br />,w FSS .a`er� S <br />0 40 80 <br />IIIIIIIINIIIIIIIII <br />0 4 8 <br />SCALE OF FEET <br />O 0) <br />16 4 <br />n <br />I <br />I <br />v <br />LU <br />N 0) <br />=rl <br />I <br />�nln <br />� II <br />V) 3 <br />57< IF <br />- <br />D <br />o <br />OR <br />'t N <br />O <br />+ <br />N Z <br />N <br />19 20 Boggs Tract Sewer System <br />PLAN AND PROFILE <br />E_ s; SCOTTS AVE. STA. 11+50 TO 21+40.22 <br />R. o <br />No C56,49 Z PSOMAS -- <br />m 2295 Gateway Oaks Drive, Suite 250 DEPARTMENT OF PUBLIC WORKS <br />rxP. e -30-0s Sacramento, CA 95833 CITY OF STOCKTON, CALIFORNIA <br />p* (916) 929-7100 (916) 929-6380 (FAX) <br />COUNTY OF SAN JOAQUIN <br />5 <br />—5 <br />10 <br />15 <br />20 <br />SCALE: AS NOTED <br />APPROVED BY: <br />ATE: <br />SHEET NO <br />16 <br />DESIGNED BY: RT <br />DRAWN BY: RSL/CC <br />I �\ <br />I <br />OF 28 SHEETS <br />- __-- <br />% .J <br />PROJECT NO. <br />CHECKED BY: CRC <br />ICITY ENGINEERii <br />RECORD DWG.: <br />STOCKTON, <br />CALIF. I <br />6SAN0403 <br />�131p,15 G <br />
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