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GRADE / � <br />10 <br />FRESNO AVENUE <br />-- �EXIST. C.L. GRADE <br />CONST 321 -'LT <br />�(TWE ') O c <br />21' sD <br />2 3 4 <br />5 <br />VROJ ECI LNGMEER DATS CHLCKLJ pATC SUBMII IFD pATC AF i'ROVED DATI <br />WLD s"LL No. ACAD <br />� � � All 11. Mm Im 11ae Ijwe Name uFcsANoamoo/watT.=`eraffip9(so�ets\sn6n na.9 unemea By M11 - <br />NOTES, <br />1. PROPOSED MAINTENANCE HOLE RIM ELEVATIONS ARE BASED ON 40 SCALE AERIAL SURVEY <br />AND MAY NOT BE ACCURATE. THE CONTRACTOR SHALL SEF THE RIM ELEVATIONS TO BE HORIZ.: AO 20 O 40 80 <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 VERT.: 4 2 0 4 eSCALE OF FEET <br />n n LINE OF STATIONING. ELEVATIONSSHOWNARE APPROXIMATE. <br />SEWER PIPE I_ <br />EXIST. 18" ED I I <br />APPROX. LOCATION <br />EXIST. 4" WATER <br />CROSSING DEPTH <br />UNKNOWN. <br />CONST. 214 LF OF §_ ALT. <br />SEWER PIPE (TWE B') <br />O 5=0. W32 <br />rEXIST. 18" ED <br />CONST. 30 LF OF 8" ALT. SEWER PIPE <br />(TYPE '8' O 5=0.0032 <br />TO PROPERTY ON WEST SIDE <br />CAP OPEN END <br />CONST. <br />(TWE l <br />=4 <br />5 <br />Boggs <br />Tract Sewer System <br />0 <br />_i <br />FPESW AVE STA. 0+92.11 TO 12+25 <br />— <br />EXIST C L. GRADE <br />n <br />II <br />rc <br />E5 <br />D1(NIII RT HI <br />EXIST. 4D <br />DRAWN HT RSL/cc1128 <br />ELo <br />CIE( KFIT B I <br />_ <br />6.sIYa� Yr916aY1a�Io <br />v <br />TNGF1 Noer11 �T , u „ � o�11 <br />�eYrW� 9Yr�MryI��YYrY <br />�WTYYYeYY�YrIIYYYee«�ree �rOeerw�.rr,Y.9�Fwr6rrreFr'. <br />1 Nn II <br />i <br />CONST. 302 LF OF B ALT. SEWER PIPE <br />or <br />°m' <br />(TYPE '8') O 5=0.0032 <br />EX <br />-5 <br />i <br />YrrYr Y.�.Yr9rrrarrAr.a. <br />° <br />3 <br />Awrtrw6aY�Y6ns6Ylra1'YL'/ <br />g <br />N <br />APPROX. LOCATION <br />Z V <br />O <br />E%IST. 12 WATER <br />00 <br />m? <br />—1 D <br />O <br />e <br />y�aa�eYYfnY� Y AYM1yr <br />Man. <br />CROSSING <br />m <br />DEPTH UNKNOWN <br />- <br />wr1An <br />10 <br />%ZN <br />n <br />9 A <br />PSOMAS <br />-vF0 <br />a <br />WLw <br />el"Fj€a <br />t l CA 16 B <br />99manY, CA 95AU <br />(916) 924]10] (916) 9n_6w (Fu) <br />_15 <br />FII N� <br />^- <br />z <br />nz <br />Z. ^Z pw <br />Omm <br />m�mnry <br />>� <br />azZ <br />—20 <br />'z_z i?nmm <br />oy <br />FRESNO AVENUE <br />-- �EXIST. C.L. GRADE <br />CONST 321 -'LT <br />�(TWE ') O c <br />21' sD <br />2 3 4 <br />5 <br />VROJ ECI LNGMEER DATS CHLCKLJ pATC SUBMII IFD pATC AF i'ROVED DATI <br />WLD s"LL No. ACAD <br />� � � All 11. Mm Im 11ae Ijwe Name uFcsANoamoo/watT.=`eraffip9(so�ets\sn6n na.9 unemea By M11 - <br />NOTES, <br />1. PROPOSED MAINTENANCE HOLE RIM ELEVATIONS ARE BASED ON 40 SCALE AERIAL SURVEY <br />AND MAY NOT BE ACCURATE. THE CONTRACTOR SHALL SEF THE RIM ELEVATIONS TO BE HORIZ.: AO 20 O 40 80 <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 VERT.: 4 2 0 4 eSCALE OF FEET <br />n n LINE OF STATIONING. ELEVATIONSSHOWNARE APPROXIMATE. <br />SEWER PIPE I_ <br />EXIST. 18" ED I I <br />APPROX. LOCATION <br />EXIST. 4" WATER <br />CROSSING DEPTH <br />UNKNOWN. <br />CONST. 214 LF OF §_ ALT. <br />SEWER PIPE (TWE B') <br />O 5=0. W32 <br />rEXIST. 18" ED <br />CONST. 30 LF OF 8" ALT. SEWER PIPE <br />(TYPE '8' O 5=0.0032 <br />TO PROPERTY ON WEST SIDE <br />CAP OPEN END <br />CONST. <br />(TWE l <br />=4 <br />12 � <br />Boggs <br />Tract Sewer System <br />�— <br />FPESW AVE STA. 0+92.11 TO 12+25 <br />— <br />— <br />24" SD <br />E5 <br />D1(NIII RT HI <br />EXIST. 4D <br />DRAWN HT RSL/cc1128 <br />ELo <br />CIE( KFIT B I <br />_ <br />6.sIYa� Yr916aY1a�Io <br />z .- <br />TNGF1 Noer11 �T , u „ � o�11 <br />�eYrW� 9Yr�MryI��YYrY <br />�WTYYYeYY�YrIIYYYee«�ree �rOeerw�.rr,Y.9�Fwr6rrreFr'. <br />1 Nn II <br />i <br />or <br />°m' <br />� I "3 <br />i <br />YrrYr Y.�.Yr9rrrarrAr.a. <br />° <br />3 <br />Awrtrw6aY�Y6ns6Ylra1'YL'/ <br />g <br />N <br />Z V <br />O <br />'4e Yf�er��IwnnY6aran9�� <br />00 <br />m? <br />- <br />O <br />e <br />y�aa�eYYfnY� Y AYM1yr <br />Man. <br />+ 0mN <br />j j <br />m <br />- <br />wr1An <br />10 <br />9 A <br />PSOMAS <br />a <br />2286 y Suite h] <br />t l CA 16 B <br />99manY, CA 95AU <br />(916) 924]10] (916) 9n_6w (Fu) <br />6 7 8 <br />COUNTY OF SAN JOAQUIN <br />10 <br />5 <br />OF 8" ALT. SEWER PIPE <br />0.0032 <br />11 �,/ <br />12 � <br />Boggs <br />Tract Sewer System <br />PLAN AND PROOFLE <br />FPESW AVE STA. 0+92.11 TO 12+25 <br />OEP f 0 <br />0 NTOF -"I 111HE <br />cnuAs N1 Tro <br />a rRovED v� LArr 1 <br />E5 <br />D1(NIII RT HI <br />DRAWN HT RSL/cc1128 <br />ELo <br />CIE( KFIT B I <br />_ <br />—_ INF _ TdECT NO <br />CITY <br />uecouD owc.- <br />TNGF1 Noer11 �T , u „ � o�11 <br />