Laserfiche WebLink
r r � <br />i� <br />11` � <br />x <br />" <br />y <br />i <br />t <br />1 s. <br />ffa A <br />1 <br />IF <br />,. wtlll W <br />! y e r <br />fiS T � 65 �� d5 I 65 fi5 N <br />u <br />8g W <br />t <br />4 <br />r <br />SONOM STREET <br />NOTM <br />1. PROPOSED MAINTENANCE HOLE RIM ELEVATIONS ARE BASED ON AD SCALE AERIAL SURVEY HOPoZ.: 40 20 D 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. <br />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 />(E) Cl. a h <br />GRADE <br />10 10 <br />APPRO%. LOCATON EXIST. <br />TELEPHONE CROSSING 11 <br />DEPTH UNKNOWN EXIST CL. GRADE II <br />EXIST. C.L. GRADE II n APPROXI LOGS CROSSING EXISTw 5 <br />S �2 GAS. LOCATION EXIST, EXIST. C.L. GRADE -_ _ _ _ <br />2" GAS CROSSING DEPM UNKNQYGIL- - }- —.— - -_ - _ w <br />S`- DEPTH UNKNOWN _— —_ W <br />�- CONST. 16 LF OF 8' ALT. SEWER PIPE <br />PROX DEPTHBF WATER <br />TUNKNOWN N EXIST. (TYPE 'A') 0 5=0.0166 <br />G TWET ALO 8 0.0032T. SEWER PIPE CONST. 12 LF OF 8" ALT. SEWER PIPE <br />0 <br />CDal <br />AP OPEN END (TWE 'P') O S=0.0032 3 IDI <br />— T� CIXJST. 339.5 LF OF 8" ALT. SEWER PIPE (TWE 'A') O 5=0.0032 2 <br />J <br />EXIST. 8" SS � <br />U <br />t�wAYNbNwYAb�F��Y� O <br />`y -5 CONST. 364 LF OF 8" ALT. SEWER PIPE (TYPE 'A') O 5=0.0032 -5 <br />bt•�O�ww�+.�r�Fb Nw Awbwy.A N <br />INV 37 <br />J Y�wwb��wNAn + <br />1Xwb�IW1Y� •iw�bbY �w�iwY�.�Y. N <br />_ �IYrb,YT�Nr,w WiLw 1W Y�Yw�w��lY <br />-10 n n <br />ppWsrwr.WrwwXbsw -10 <br />OC 2 J�u� bj 'Y ViwiYYNAw�bw�wAWY6iWAYw <br />I I I q I II Nbw VbAl�bf bY�w� Y b�Wb� <br />I �O O b n w W)( r p X I13 r X^ wMM14 <br />a 11 lln Zm< v�rvmo x Vl wp OZ <br />_15 IziA II 1 II X �_ZZO ��O e.�sE.. u.wtn -15 <br />Z�w <br />{ z X II W II Vi II II 11 mm <br />—. <br />x^ - ,mm O 11 12 <br />S?'> 3 �w3z ♦ i> q <br />-- <br />a-mm�N..-=� <br />m nnmmm 9 10 Boggs Tract Sewer System <br />-20 « i m m z m, * > --- _ PLAN AND PROFILE <br />---— — <br />90NORA 3T. STA. 1i0498 TO 12+50 <br />PSOMASp�(PMAq hrIWA Lle 20 <br />D"FISII T 0 w <br />Tlp KE (MIT W CITY ST 0 C fa <br />N <br />pie) MI <br />SCAL AS NOTED APPHJVHI AY DA'I FFET NO <br />F 1 2 3 4 5 6 78 DF GNTr Os: AT _ A`0 <br />DRAWN BY DATE 28 S„EETS <br />1'P TIL I LNOINLLk' PAIL .HLCI1 I) DATF zILFFM�TTFO LATE APPFOVEU GAIL DRAWN P(. RSL/Q eo E -r rvo. <br />COUNTY OF SAN JOAQUIN NECK.. Hv cR CITY FNGINFFR - <br />RECORD DWG.: STOCKTON, LALII sE^rvnaos <br />FILE NAME DRAWER 17777077ACM <br />1.. E1R1 1 Name x6 m \. 1 20.poi Bp nn.z <br />