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THE CENTERLINE GRADE SHOWN IN THE PROFILE REPRESENTS THE EXISTING GRADE AT THE SCALE OF FEET <br />LINE OF STATIONING. ELEVATIONS SHOWN ARE APPROXIMATE. <br />In I”) M 00 00 00 00 (O r- (O O N O O) 011 O aJ 00 0) 00 00 <br />M I'7 M N N N N N N N N N N N M M N N N N N <br />APPROX. LOCATION EXIST. 2 <br />GAS AND UNDERGROUND TEL. <br />CROSSING. DEPTH UNKNOWN <br />CONST. 8 LF OF 8” ALT. SEWER <br />PIPE (TYPE 'B') ® S=0.0032 <br />CAP OPEN END <br />APPROX. LOCATION EXIST. <br />4" WATER CROSSING EXIST. C.L. GRADE L <br />II DEPTH UNKNOWN <br />E <br />Y <br />C <br />CONST. 332 LF OF 8" ALT. SEWERPIPE <br />(TYPE 'B') ® S=0.0032 <br />iU-) <br />5 <br />I <br />13 14 15 16 17 18 <br />o <br />r <br />SHEET NO <br />Z o <br />O Lq OM <br />DATE <br />PROJECT ENGINEER <br />❑r <br />Z <br />N <br />tor7 I r.j <br />N I I <br />IU, <br />0 <br />II I <br />w <br />v� <br />IMI II <br />�� <br />Y <br />1� <br />STOCKTON, CALIF. <br />ssANo4o3 <br />O Z (n <br />Z <br />—5 <br />r) <br />00 <br />O <br />00 00 OD 00 <br />LO <br />to <br />= <br />00 <br />NOD <br />N <br />+»» <br />W <br />'t Z Z Z Z <br />Z <br />2 <br />1 II f NAME <br />DRAWER `-'HLLT NO. ACAI' <br />Mar 01, 700) 14: 09: 28 DWG Name0: �,S�� N04300` WDTNF-, DkAF NG feei;T`dheel 04.dwUpdated f3Y� Rehutskv <br />r <br />W <br />-10 <br />W <br />v <br />Z <br />J <br />T <br />-15 <br />U <br />Q <br />M <br />O <br />+ <br />N <br />r <br />L L <br />-20 <br />Cj <br />" <br />-25 <br />I <br />f 1.. 1 r " ' .X 174 <br />zN *fig y. 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I. { �„,.. w a . f !�', Fr <br />. w. <br />xxFRRpp, j <br />� ` '9 -� �� \ / s ,+ ,N ,p -.rtti u� t`: / Y'• <br />M,�. 1, drt ,H�,e...A^ � !i �: •.1y�f 't �E f!+„* Q <br />�, ,a • ,. ,' _ , I t, .:_, �I ,�� <br />.`.d� I '�"-„fv-ar -� P • '"any �,` }"- "I'4 ,'. a'( >• S LO <br />1 <br />.: • 1 T <br />V .. <br />.r wN... ON 1 ."i' :`h.i-n •.I -s. .. ' S•k <br />yw{ .ki{, a; / ^ •°T.ii`� '+�+T' v <br />04 <br />lkk <br />'�.<_,.... 'Re N - ,'' Ps � ,. , :. , '� ' y �. +� ,-. .. • ! I N fr i" r?4���'�r li"• . <br />F ., 'L'. _ +T�� , .Y'.. ia. I _,, i .. �. ^PM., i. ., 'd .: n' � n: a Y Q (ii � � n ,S � • <br />t' <br />3�r .!, .. I'iM '. T) V •.. _.. .� e.::', a..v:. .. �� <br />NOTES <br />VENTURA AVENUE 1^ PROPOSED MAINTENANCE HOLE RIM ELEVATIONS ARE BASED ON 40 SCALE AERIAL SURVEY HORIZ.:40 20 0 40 80 <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. VERT.: 4 2 0 4 8 <br />2. THE CENTERLINE GRADE SHOWN IN THE PROFILE REPRESENTS THE EXISTING GRADE AT THE SCALE OF FEET <br />LINE OF STATIONING. ELEVATIONS SHOWN ARE APPROXIMATE. <br />In I”) M 00 00 00 00 (O r- (O O N O O) 011 O aJ 00 0) 00 00 <br />M I'7 M N N N N N N N N N N N M M N N N N N <br />APPROX. LOCATION EXIST. 2 <br />GAS AND UNDERGROUND TEL. <br />CROSSING. DEPTH UNKNOWN <br />CONST. 8 LF OF 8” ALT. SEWER <br />PIPE (TYPE 'B') ® S=0.0032 <br />CAP OPEN END <br />APPROX. LOCATION EXIST. <br />4" WATER CROSSING EXIST. C.L. GRADE L <br />II DEPTH UNKNOWN <br />E <br />Y <br />C <br />CONST. 332 LF OF 8" ALT. SEWERPIPE <br />(TYPE 'B') ® S=0.0032 <br />iU-) <br />DEPARTMENT OF PUBLIC WORKS <br />I <br />13 14 15 16 17 18 <br />o <br />r <br />SHEET NO <br />Z o <br />O Lq OM <br />DATE <br />PROJECT ENGINEER <br />d d0 <br />Z <br />N <br />tor7 I r.j <br />N I I <br />2 <br />I <br />N <br />II I <br />IMI II <br />�� <br />Y <br />V~i <br />STOCKTON, CALIF. <br />ssANo4o3 <br />O Z (n <br />Z <br />1- <br />ZD <br />OZZ <br />00 <br />O <br />00 00 OD 00 <br />LO <br />to <br />= <br />00 <br />NOD <br />N <br />+»» <br />'t Z Z Z Z <br />Z <br />00 <br />C17 <br />M <br />II <br />21 <br />`A <br />(PPROX. LOCATION EXIST. <br />," GAS. CROSSING DEPTH <br />INKNOWN <br />r <br />LF OF 8" ALT. SEWER PIPE <br />® S=0.0032 <br />END <br />� Nt 56 k P S O M A S <br />wK 2295 Gateway Oaks Drive, Suite 250 <br />1,1 <br />r=xl'- e so on Sacramento, CA 95833 <br />(916) 929-7100 (916) 929-6380 (FAX) <br />19 20 <br />S 011 <br />COUNTY OF SAN JOAQUIN <br />23 24 <br />Boggs Tract Sewer System <br />PLAN AND PROFILE <br />VENTURA AVE. STA 12+50 TO 24+50 <br />DEPARTMENT OF PUBLIC WORKS <br />I <br />13 14 15 16 17 18 <br />SCALE: AS NOTED <br />j APPROVED BY: DATE: <br />SHEET NO <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />SUBMITTED <br />DATE <br />APPROVED <br />DATE <br />CITY ENGINEER <br />Y <br />RECORD DWG.: <br />STOCKTON, CALIF. <br />ssANo4o3 <br />4,l <br />Aeww.t-A&i,o <br />1 II f NAME <br />DRAWER `-'HLLT NO. ACAI' <br />Mar 01, 700) 14: 09: 28 DWG Name0: �,S�� N04300` WDTNF-, DkAF NG feei;T`dheel 04.dwUpdated f3Y� Rehutskv <br />21 <br />`A <br />(PPROX. LOCATION EXIST. <br />," GAS. CROSSING DEPTH <br />INKNOWN <br />r <br />LF OF 8" ALT. SEWER PIPE <br />® S=0.0032 <br />END <br />� Nt 56 k P S O M A S <br />wK 2295 Gateway Oaks Drive, Suite 250 <br />1,1 <br />r=xl'- e so on Sacramento, CA 95833 <br />(916) 929-7100 (916) 929-6380 (FAX) <br />19 20 <br />S 011 <br />COUNTY OF SAN JOAQUIN <br />23 24 <br />Boggs Tract Sewer System <br />PLAN AND PROFILE <br />VENTURA AVE. STA 12+50 TO 24+50 <br />yM100 3 G <br />DEPARTMENT OF PUBLIC WORKS <br />CITY OF STOCKTON, CALIFORNIA <br />SCALE: AS NOTED <br />j APPROVED BY: DATE: <br />SHEET NO <br />DESIGNED BY: RT <br />3L <br />4 <br />-_... <br />DRAWN BY: RSL/CC <br />1_ /�� <br />OF28 SHEETS <br />FPROJECT <br />J <br />NO. <br />CHECKED BY: CRC <br />CITY ENGINEER <br />RECORD DWG.: <br />STOCKTON, CALIF. <br />ssANo4o3 <br />yM100 3 G <br />