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I <br />{n <br />x (E) C. L. <br />GRADE , <br />in <br />x <br />LL 5 <br />0 <br />w <br />ut <br />r> <br />-5 <br />F <br />F- <br />r <br />C � <br />{r- <br />-10 <br />L1 <br />II <br />-15 <br />—20 <br />f� <br />rs <br />N <br />;r <br />-25 <br />X <br />A <br />_ Y '" • �ip"1 YN'�s° n16 tS';, reie"`ar <br />(n <br />Wltr"r#'a;5 '2;±ten v <br />W <br />s�fi'^"�%"'. <br />.. 811W S..W •W B,.W g^yy <br />W — 25+00 26+00 27+00 28+00 <br />Z - - - --- — — I— T I- <br />J ; tI �. <br />,.8S <br />A <br />w1 <br />< , <br />U <br />Q J. <br />'f F vSA�t •�' WA g�..,� •� � K � � Y' <br />O <br />11i <br />i + <br />7l0k = . <br />r i <br />r i,, '� •' _ <br />f <br />n <br />N <br />R <br />W <br />1n <br />W <br />W <br />1n <br />I <br />W <br />Z <br />J <br />2 <br />U <br />Q <br />O <br />In <br />(V <br />24 25 <br />'E <br />PROJECT ENGINEER DATE <br />EAWER SHEET NO ACRO <br />NOTES <br />VENTURA AVENUE 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 />LO In M c0 n c0 00 00 r- It <br />N N N N N N N N N N N N M n <br />APPROX. LOCATION EXIST. / <br />8" WATER CROSSING <br />DEPTH UNKNOWN / <br />0 <br />io 00 <br />00 ° EXIST. C.L. GRADE u / <br />N <br />N <br />A rf-- -- T1 <br />CONST. 121 LF OF 8" ALT. <br />SEWER PIPE (TYPE 'B') <br />® S=0.0032 <br />x <br />0 <br />Z N <br />= N <br />N <br />N I <br />N <br />a <br />z Z <br />OF <br />O O <br />O <br />O pp <br />(D <br />+ j <br />04 Z <br />N - <br />0 <br />z <br />f0 (DN tO <br />N N I N <br />H II II ^ II <br />N ^�W �. <br />zz Z cn�3 <br />U ��F <br />to <br />z z 0 Z <br />d . <br />00 00 00 uD <br />00 <br />N Z Z Z Z <br />29 <br />CONST. 284 LF OF 8" ALT. SEWER PIPE <br />(TYPE 'B') ® S=0.0032 <br />30 <br />31 <br />C <br />32 <br />No- C56,4901 <br />EXP 6 M 05 <br />F,cly, n <br />COUNTY OF SAN JOAQUIN <br />HORIZ.:40 20 0 40 80 <br />VERT.: 4 2 0 4 8 <br />SCALE OF FEET <br />34 <br />35 <br />33 I Boggs Tract Sewer System <br />PLAN AND PROFILE <br />VENTURA AVE. STA. 24+50 TO 31+75 <br />PSOMAS <br />2295 Gateway Oaks Drive, Suite 250 <br />Sacramento, CA 95833 <br />(916) 929-7100 (916) 929-6380 (FAX) <br />SCALE: AS NOTED <br />DESIGNED BY: RT <br />DRAWN BY: RSL/CC <br />CHECKED BY: CRC <br />RECORD DWG.: <br />5 <br />0 <br />-5 <br />ITIS] <br />15 <br />no] <br />DEPARTMENT OF PUBLIC WORKS <br />CITY OF STOCKTON, CALIFORNIA <br />APPROVED BY: DATE: SHEET No <br />I OF 28 SHEETS <br />�� �J• O <br />PROJECT NO. <br />CITY ENGINEER <br />6sAN0403 <br />14310.46 <br />26 <br />27 28 <br />CHECKED <br />DATE <br />SUBMITTED <br />DATE <br />APPROVED <br />DATE <br />' <br />o iw aG)".,'314110 <br />2- <br />Mar. 01, 2002 <br />14 10.42 DWG Name <br />0 \6SAN040300\WAIRES DRAprING\sheetAsheet 05.dwg Updated <br />Hy: Rlehutsky <br />0 <br />z <br />f0 (DN tO <br />N N I N <br />H II II ^ II <br />N ^�W �. <br />zz Z cn�3 <br />U ��F <br />to <br />z z 0 Z <br />d . <br />00 00 00 uD <br />00 <br />N Z Z Z Z <br />29 <br />CONST. 284 LF OF 8" ALT. SEWER PIPE <br />(TYPE 'B') ® S=0.0032 <br />30 <br />31 <br />C <br />32 <br />No- C56,4901 <br />EXP 6 M 05 <br />F,cly, n <br />COUNTY OF SAN JOAQUIN <br />HORIZ.:40 20 0 40 80 <br />VERT.: 4 2 0 4 8 <br />SCALE OF FEET <br />34 <br />35 <br />33 I Boggs Tract Sewer System <br />PLAN AND PROFILE <br />VENTURA AVE. STA. 24+50 TO 31+75 <br />PSOMAS <br />2295 Gateway Oaks Drive, Suite 250 <br />Sacramento, CA 95833 <br />(916) 929-7100 (916) 929-6380 (FAX) <br />SCALE: AS NOTED <br />DESIGNED BY: RT <br />DRAWN BY: RSL/CC <br />CHECKED BY: CRC <br />RECORD DWG.: <br />5 <br />0 <br />-5 <br />ITIS] <br />15 <br />no] <br />DEPARTMENT OF PUBLIC WORKS <br />CITY OF STOCKTON, CALIFORNIA <br />APPROVED BY: DATE: SHEET No <br />I OF 28 SHEETS <br />�� �J• O <br />PROJECT NO. <br />CITY ENGINEER <br />6sAN0403 <br />14310.46 <br />