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MERCED AVENUE <br />(E) C.L.(0 Ill (D — 0) <br />GRADE / M r7 m I 4 6 6 `6 `6 `6 `6 `6 vi <br />ilt <br />EXIST. C.L. GRADE <br />a0 9 <br />00 <br />4 <br />5 fr �-- <br />— n — <br />N <br />—10 <br />—15 <br />I-20 <br />N <br />APPROX. LOCATION EXIST. <br />4" GAS AND <br />UNDERGROUND TEL. <br />CROSSING. DEPTH <br />UNKNOWN <br />CONST. 307 LF OF 8" ALT. SEWER PIPE (TYPE 'A') <br />0 S = 0.0036 <br />n <br />I I <br />ll EXIST. 27" SEWER <br />V <br />re -4 <br />OD <br />0 <br />z rn <br />to I II <br />II 3 <br />z z <br />O vF <br />" z <br />It <br />ral *0000 <br />00 <br />p Z_7 <br />1 <br />2 <br />3 <br />PROJECT <br />DATE I <br />CHECKED <br />I DATE I <br />SUBMITTED <br />I DATE <br />I APPROVED <br />DATE <br />GENGINEER <br />" �. <br />13 <br />DRAWN BY: RSL/CC\^ <br />1 <br />J. <br />of 28 SHEETS_ <br />PROJECT NO. <br />CHECKED BY: CRC <br />R ,HEFT N0. <br />CITY ENGINEER <br />ACAD <br />STOCKTON, CALI . <br />Mar 01, 7007 <br />14.71 40 DWG <br />Name <br />0:\6SAN040S00\WAILS-DRAFTING\sheets\sheet-l3(iwg <br />Upootec <br />By RIehutsky <br />nb�a <br />NOTES <br />1. PROPOSED MAINTENANCE HOLE RIM ELEVATIONS ARE BASED ON 40 SCALE AERIAL SURVEY HORIZ.: 40 <br />AND MAY NOT BE ACCURATE. THE CONTRACTOR SHALL SET THE RIM ELEVATIONS TO BE C <br />FLUSH WITH THE FINISHED GRADE AS DETERMINED IN THE FIELD. VERT.: 4 <br />2. THE CENTERLINE GRADE SHOWN IN THE PROFILE REPRESENTS THE EXISTING GRADE AT THE <br />LINE OF STATIONING. ELEVATIONS SHOWN ARE APPROXIMATE. <br />It It M O 0) O <br />ui Ui u7 ui 4 ui <br />0 <br />EXIST. C.L. GRADEo c" <br />LO CONST. 100 LF OF 8" .r <br />T^ ALSEWEIPE <br />(TYPE AR®PS=0.007 <br />CONST. 313 LF OF 8" ALT. SEWER PIPE (TYPE 'A') <br />® S 0.0036 <br />1 <br />APPROX. LOCATION <br />Of EXIST. 3" GAS <br />r AND 6" WATER <br />CROSSINGS <br />o DEPTH UNKNOWN <br />z <br />r� C <br />07 N NN N I <br />V) I 11 <br />6 0 11 II II N <br />z ori Z Lj r.� z <br />x r-)r<i zp r- <br />r� I U z z_ Z p <br />000 co 00 0000 <br />to _ <br />z z + z — � > <br />O �F n z z z z <br />v zZ) — <br />o° 8 <br />o <br />200200 <br />O >>; .. <br />.* Z Z /oR�Ff SS/Ong\ <br />4 <br />5 <br />COUNTY <br />A <br />OF SAN <br />r v. a <br />N. C56,490 <br />LxN. e-50-05 <br />'AC , V , Y/ <br />JOAQUIN <br />rn <br />0o <br />U =O <br />L 00 <br />04 <br />N j <br />+ z <br />00 — <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 />20 0 40 80 <br />2 0 4 8 <br />SCALE OF FEET <br />10 <br />5 <br />W <br />15 <br />0 <br />Boggs Tract Sewer System <br />PLAN AND PROFILE <br />MERCED AVE. STA. 0+87.94 TO 8+23.54 <br />DEPARTMENT OF PUBLIC WORKS <br />CITY OF STOCKTON, CALIFORNIA <br />SCALE: AS NOTED <br />SHEET NO <br />APPROVED BY: DAZE: <br />DESIGNED BY: RT <br />Z_ <br />13 <br />DRAWN BY: RSL/CC\^ <br />1 <br />J. <br />of 28 SHEETS_ <br />PROJECT NO. <br />CHECKED BY: CRC <br />CITY ENGINEER <br />-- - -- <br />RECORD DWG.: <br />STOCKTON, CALI . <br />6SAN0403 <br />43lo. <br />IZ G <br />