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(E) C.L. <br />GRADE <br />10 <br />a <br />e <br />5 <br />n <br />e <br />II <br />APPROX LOCATION EXIST <br />UNDERGROUND tPCROSSING. <br />SO <br />DEPTH UNKNOWN <br />O�EXISTING <br />D <br />276 LF <br />(TYPE <br />—5 <br />W <br />25 LF OF 8" ALT_ SEWER PIPE <br />8 <br />(TYPE 'A') O S=0.0032 <br />-10 <br />-15 <br />^ <br />min <br />n <br />NII <br />III <br />_20 <br />w 2�2 <br />O r <br />�O <br />AR <br />Lz> <br />a"z'z <br />0 1 <br />2 <br />DRAWN T( GATE <br />PIJICI INQkFFP I DATF <br />GIICKIII I)AIF <br />SI:RIM II <br />FN I <br />8" ALT. SEWER PIPE <br />O S = 0.0032 <br />3 <br />.v . — 11.111 ixs— n pvrwowluue, x.usV.=e,,n.. +.e 'K. -1r A-, <br />u <br />TaOR i <br />III <br />N <br />O <br />a?_ <br />4 <br />momwO AVENUE <br />NOTM <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 HORIZ: 40 20 D 40 80 <br />FLUSH WITH THE FINISHED GRADE AS DETERMINED IN THE FIELD. VERT.: q 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 />10 <br />16 <br />EXIST. C.L. GRADE 41 <br />APPROX. LOCATION EXIST. <br />2" GAS AND 6" WATER <br />CROSSINGS �APPROX. LOCATION EXIST. <br />DEPTH UNKNOWN I 8" WATER CROSSING <br />0 <br />DEPTH UNKNOWN <br />21 LF <br />3:;I F F 8" ALT SEWER PIPE <br />/ (TYPE A') O S = DODS <br />284 LF a <br />OF 8" ALT. SEWER PIPE . <br />(TYPE _ <br />(TYPE 'A') O S = 0.0033 _ <br />�Vw Wr.wTw,` g P <br />�. W�wrpM.ww�ww�YY\Iw N I <br />�W�wwwrwMr�� <br />nwp.+wwM+swO.wwrrr�rwrti�r.—iC <br />YIUwYY.w..Wr..14i.ww.w�Y. v <br />0 <br />1r.1YLwIwtwYYAw ll�Yrl.wiw W. FA <br />W�AY�.Y'.YY�IwIY1 <br />w.r1.ri. w.«nnyr.r..w� o 'o <br />w.r �w.r.W wi. 11+111. W w wi.� <br />.rw....w....r.w... .. .rrr. �' 15 <br />z' 10 11 <br />T 4. h �W.w.wAr <br />9 Boggs Tract Sewer System <br />n l I,I S <br />u II PLAN AND PPIOFLE <br />�2Wv <br />MODESTO AVE STA. 0+85A2 TO 10+15 <br />mmm PSOMAS <br />+ 2» iE� Calvo ft. DInR Me 250 oITY OF STO K N a IC <br />%Mi 11 M �a III Cltt OF ENT OF O C FORN A <br />_ (eIq cza-nao I�6I 9n-6xo (inX( <br />5 6 7 � SCAI F. A5 NOICD APPROVFD BY DATF HCFINO _ <br />DFSI(NI D BY RT <br />AF 1 <br />_ OW+WN DY RSL/cc I 28 ees <br />COUNTY OF SAN JOAQUIN DBY (-k� ;.T RN <br />CITY FNGINEER <br />