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i <br />i <br />i <br />6"W • <br />-e- (P: <br />10+00 '� <br />s . r ami G7I 054W <br />r": v. u': '.. ,af,: 4+ 4 •" �{. ,qE +x.a <br />PIP <br />: <br />t <br />ei <br />„$Y ,qqe' -a <br />yp <br />" <br />k q Q <br />:dz <br />4 <br />Wh <br />DD <br />L6 <br />~ N <br />NZ v <br />O ~ <br />U Z 8 <br />OR R <br />00 m <br />O <br />O <br />'t ZZ <br />n <br />L6 <br />r <br />L6 <br />MODESTO AVENUE <br />I` <br />L6 <br />EXIST. C.L. GRADE <br />NOTES:- <br />1. <br />OTES1. 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 />N LO LO M M It LO N <br />ui Ili 6 Ili ui u7 L6 to <br />APPROX. LOCATION EXIST. <br />2" GAS AND 6" WATER I I <br />CROSSINGS 11 <br />DEPTH UNKNOWN <br />3. <br />\-294 LF OF 8" ALT. SEWER PIPE <br />(TYPE 'A') 0 S = 0.0032 <br />4 5 <br />DATE <br />*4%z <br />0 <br />0 <br />11 <br />rr— - <br />O <br />Z LO <br />x �ar�i <br />� ri ri I <br />i II <br />U 11 <br />U) (n <br />Oz�F <br />U Z Z =p <br />M <br />tq'. . <br />>» <br />+ZZZ <br />7 <br />311 LF OF 8" ALT. SEWER PIPE <br />(TYPE 'A') 0 S = 0.008 <br />8 9 <br />w°V PSOMAS <br />� v 2 <br />No- 056,490 Z <br />L m 2295 Gateway Oaks Drive, Suite 250 <br />FxP 6-30-05 Sacramento, CA 95633 <br />(916) 929-7100 (916) 929-6360 (FAX) <br />COUNTY OF SAN JOAQUIN <br />HORIZ.:40 20 0 40 80 <br />VERT.: 4 2 0 4 8 <br />SCALE OF FEET <br />O) � <br />ui <br />m <br />II <br />3 <br />I APPROX. LOCATION EXIST. <br />8" WATER CROSSING <br />DEPTH UNKNOWN <br />im <br />0 <br />If <br />in <br />(E) C. L. <br />d <br />z <br />/ <br />M <br />0 <br />� <br />00 <br />2 <br />GRADE <br />� <br />t <br />�' 1.6 <br />ui <br />—10 <br />1n <br />Z <br />10 <br />OF <br />U <br />� <br />80 <br />Ili <br />ao <br />oz <br />15 <br />10 <br />11 <br />Boggs <br />Tract Sewer System <br />PLAN AND PROFILE <br />MODESTO AVE. STA. 0+85.82 TO 10+15 <br />DEPARTMENT OF PUBLIC WORKS <br />CITY OF STOCKTON, CALIFORNIA <br />SCALE: AS NOTED <br />APPROVED BY: DATE: SHEET NO <br />DESIGNED BY: RT <br />II <br />_-- <br />DRAWN BY: RSL/CC <br />M <br />_._-- <br />CHECKED BY: <br />t—\/V�Y`� J� <br />-- <br />CRC <br />-- -- <br />- CITY ENGINEER <br />RECORD DWG.: <br />6SAND403 <br />I STOCKTON. CALIF. <br />5 <br />W <br />II <br />-- <br />APPROX. LOCATION EXIST. <br />UNDERGROUND TEL. CROSSING.EXISTING <br />SD <br />DEPTH UNKNOWN <br />O <br />0 <br />II C) <br />276 LF OF 8" ALT. SEWER PIPE <br />(TYPE 'A') 0 S = 0.0032 <br />—5 <br />II <br />ILL <br />I�I <br />25 LF OF 8" <br />ALT. SEWER PIPE <br />(TYPE 'A') ® <br />S=0.0032 <br />—10 <br />' <br />—15 <br />H- <br />DNX <br />n <br />00x� <br />N <br />N <br />O N <br />O 00 O <br />N <br />Z N'4: <br />= a0 t u9 <br />= M If) <br />vU)i II . <br />cn II <br />—20 <br />� LL, <br />~ II ^ <br />Z <br />- <br />+-z <br />v <br />Zv <br />O F - <br />w Z O Z <br />U Z <br />r7s <br />CO NN00 <br />O <br />a0 co <br />oZZz <br />Zz <br />0 <br />1 <br />2 <br />3 <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />SUBMITTED <br />DATE <br />APPROVED <br />ILI <br />tr <br />�.U�_ <br />�Q'loz <br />�'QacP � • 1 <br />,,h <br />3 y p�, <br />7il4irajl�Dlii <br />rJ� <br />IILF NAME <br />UkAWER ;HELI NO <br />ACAD <br />I <br />VV <br />Mar 01 2002 - <br />14 2255 DWG Name 0:A6SAN040300\WATRFS-DRAFTING\sheetsV3heet-14 <br />dwq Updated 9y <br />Rtehutsky <br />I I <br />DD <br />L6 <br />~ N <br />NZ v <br />O ~ <br />U Z 8 <br />OR R <br />00 m <br />O <br />O <br />'t ZZ <br />n <br />L6 <br />r <br />L6 <br />MODESTO AVENUE <br />I` <br />L6 <br />EXIST. C.L. GRADE <br />NOTES:- <br />1. <br />OTES1. 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 />N LO LO M M It LO N <br />ui Ili 6 Ili ui u7 L6 to <br />APPROX. LOCATION EXIST. <br />2" GAS AND 6" WATER I I <br />CROSSINGS 11 <br />DEPTH UNKNOWN <br />3. <br />\-294 LF OF 8" ALT. SEWER PIPE <br />(TYPE 'A') 0 S = 0.0032 <br />4 5 <br />DATE <br />*4%z <br />0 <br />0 <br />11 <br />rr— - <br />O <br />Z LO <br />x �ar�i <br />� ri ri I <br />i II <br />U 11 <br />U) (n <br />Oz�F <br />U Z Z =p <br />M <br />tq'. . <br />>» <br />+ZZZ <br />7 <br />311 LF OF 8" ALT. SEWER PIPE <br />(TYPE 'A') 0 S = 0.008 <br />8 9 <br />w°V PSOMAS <br />� v 2 <br />No- 056,490 Z <br />L m 2295 Gateway Oaks Drive, Suite 250 <br />FxP 6-30-05 Sacramento, CA 95633 <br />(916) 929-7100 (916) 929-6360 (FAX) <br />COUNTY OF SAN JOAQUIN <br />HORIZ.:40 20 0 40 80 <br />VERT.: 4 2 0 4 8 <br />SCALE OF FEET <br />O) � <br />ui <br />m <br />II <br />3 <br />I APPROX. LOCATION EXIST. <br />8" WATER CROSSING <br />DEPTH UNKNOWN <br />im <br />0 <br />If <br />in <br />—5 <br />d <br />z <br />0 <br />2 <br />� <br />t <br />—10 <br />1n <br />Z <br />1m <br />OF <br />U <br />� <br />80 <br />Ili <br />ao <br />oz <br />15 <br />10 <br />11 <br />Boggs <br />Tract Sewer System <br />PLAN AND PROFILE <br />MODESTO AVE. STA. 0+85.82 TO 10+15 <br />DEPARTMENT OF PUBLIC WORKS <br />CITY OF STOCKTON, CALIFORNIA <br />SCALE: AS NOTED <br />APPROVED BY: DATE: SHEET NO <br />DESIGNED BY: RT <br />V Ltl VZ 14 <br />_-- <br />DRAWN BY: RSL/CC <br />— <br />OF 28 SHEETS <br />T <br />� J � 1 <br />PROJECT NO. <br />_._-- <br />CHECKED BY: <br />t—\/V�Y`� J� <br />-- <br />CRC <br />-- -- <br />- CITY ENGINEER <br />RECORD DWG.: <br />6SAND403 <br />I STOCKTON. CALIF. <br />4310. r7j, Co <br />