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a <br />(E) C. L. <br />sGRADE <br />1; 5 <br />0 <br />T�-5 <br />Oto] <br />—15 <br />—20 <br />FILE NAME <br />w y <br />N <br />It U0 U0 <br />Ki M M M <br />W <br />LOS ANGELES AVENUE <br />Ld <br />= 0D <br />V) N <br />II <br />w <br />w �- <br />U) _ <br />w <br />z <br />J <br />2 CONST. 222.5 LF OF 8" ALT. SEWER PIPE (TYPE B) ®S=0.0032 <br />H <br />Q <br />y <br />a0 <br />O 00 <br />z gr <br />z�l <br />N I u <br />N IIS <br />�V) <br />CnH <br />z .H <br />ozo <br />0 <br />N <br />N )ZZ <br />M <br />26 <br />M <br />M <br />EXIST. C.L. GRADE17 tn. <br />M <br />M <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 />M <br />APPROX. LOCATION EXIST. 2" <br />GAS AND UNDERGROUND TEL. <br />CROSSING. DEPTH UNKNOWN <br />O) <br />N <br />CONST. 345 LF OF 8" ALT. SEWER PIPE (TYPE 'B') o S=0.0032 <br />27 <br />PTI <br />N ul r <br />rS N [V <br />(D N <br />rn n <br />N 14 <br />CD <br />CD �— <br />I— <br />I� <br />EXIST. 36° SS <br />N <br />M <br />a0 <br />O n <br />z o <br />x I <br />� 9 <br />to <br />C) o <br />V1 00 <br />rl <br />au z z <br />('4 <br />W <br />- No- C56, 49CA, <br />FXP. 6-30-05 <br />rte., <br />COUNTY OF SAN JOAQUIN <br />I I <br />N 9 II <br />k <br />3 <br />cn <br />W =0 <br />aD <br />s <br />o6 V) <br />D7 r7 <br />D > <br />N <br />Z <br />HORIZ.:40 20 <br />VERT.: 4 2 <br />0 40 80 <br />NONNI <br />0 4 8 <br />SCALE OF FEET <br />Bo9gs Tract Sewer System <br />30 PLAN AND PROFILE <br />LOS ANGELES AVE. STA. 23+00 TO 28+75 <br />PSOMAS <br />10 <br />5 <br />—5 <br />IN <br />15 <br />2295 Gateway Oaks Drive, Suite 250 <br />23 24 <br />25 <br />NTE <br />ENGINEER <br />DATE <br />CHECKED <br />(916) 929-7100 (916) 929-6360 (FAX) <br />DATE <br />SUBMITTED <br />DATE <br />APPROVED <br />SCALE: AS NOTED <br />DATE <br />SHEET NO <br />/PJROJEC�T <br />/fr Q, <br />/6., f <br />f10 <br />n �• <br />i�l�o2 <br />Z/� <br />Yy/OL <br />*And /j4io <br />3�4�oL <br />-- <br />CITY ENGINEERr <br />C RAWER `;t t F f <br />AC;AL <br />Mar 01, 2 (2 <br />— 14 1 h DWG Name ] V ,AN(40 i0( \WAIRL ; L AI IIN(\sheets sheet -10 dwq <br />Updated By RLehut4 <br />449210• <br />to <br />M <br />26 <br />M <br />M <br />EXIST. C.L. GRADE17 tn. <br />M <br />M <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 />M <br />APPROX. LOCATION EXIST. 2" <br />GAS AND UNDERGROUND TEL. <br />CROSSING. DEPTH UNKNOWN <br />O) <br />N <br />CONST. 345 LF OF 8" ALT. SEWER PIPE (TYPE 'B') o S=0.0032 <br />27 <br />PTI <br />N ul r <br />rS N [V <br />(D N <br />rn n <br />N 14 <br />CD <br />CD �— <br />I— <br />I� <br />EXIST. 36° SS <br />N <br />M <br />a0 <br />O n <br />z o <br />x I <br />� 9 <br />to <br />C) o <br />V1 00 <br />rl <br />au z z <br />('4 <br />W <br />- No- C56, 49CA, <br />FXP. 6-30-05 <br />rte., <br />COUNTY OF SAN JOAQUIN <br />I I <br />N 9 II <br />k <br />3 <br />cn <br />W =0 <br />aD <br />s <br />o6 V) <br />D7 r7 <br />D > <br />N <br />Z <br />HORIZ.:40 20 <br />VERT.: 4 2 <br />0 40 80 <br />NONNI <br />0 4 8 <br />SCALE OF FEET <br />Bo9gs Tract Sewer System <br />30 PLAN AND PROFILE <br />LOS ANGELES AVE. STA. 23+00 TO 28+75 <br />PSOMAS <br />10 <br />5 <br />—5 <br />IN <br />15 <br />2295 Gateway Oaks Drive, Suite 250 <br />DEPARTMENT OF PUBLIC WORKS <br />Sacramento, CA 95833 <br />CITY OF STOCKTON, CALIFORNIA <br />(916) 929-7100 (916) 929-6360 (FAX) <br />SCALE: AS NOTED <br />APPROVED BY:- PATE: <br />SHEET NO <br />DESIGNED BY: RT <br />DRAWN BY RSL/CC <br />1/ <br />I <br />1 <br />OF 28 SHEETS <br />- -_- <br />- <br />PROJECT NO. <br />CHECKED BY: CRC <br />-- <br />CITY ENGINEERr <br />RECORD DWG.: <br />STOCKTON, CALIF. <br />6SAN0403 <br />449210• <br />to <br />