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t; <br />(E) C.L. <br />GRADE <br />4 <br />10 <br />I '.�I�I I'1 III Y ]!I, <br />rld. ElL 4f <br />NO <br />f APPRO%. LOCATION EXIST <br />XIII /I I'. <br />5 <br />4" WATER CROSSING <br />bY��AAbbA,VYA�bbAAlb, <br />p <br />- DEPTH UNKNOWN <br />�N . <br />O <br />CONST. 27 LF OF 8" A11. SEWER PIPE <br />'A') <br />My I Il 41 U N('. I4JI'11. <br />, I ON 1 <br />(TYPE 0 5=0.0074 <br />ALT. SEWER PIPE <br />-5 <br />#� <br />v <br />I - <br />k. <br />—15 <br />P,2 <br />A IIS <br />Sa x. <br />N4 r <br />oz <br />za <br />-20 <br />_N <br />pzm <br />FA <br />r <br />2 <br />VENTURA AVENUE <br />a < d n A, n ^ <br />®a <br />Z <br />I 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 FEEL <br />LINE OF STATIONING. ELEVATIONS SHOWN ARE APPROXIMATE. <br />rC%ISL C.L. GRADE p <br />APPROX. LOCATION EXIST. \ �4' WATROXER <br />LOCATION EXIST. <br />4" GAS CROSSING 4" WATEF CROSSING <br />DEPTH UNKNOWN II DEPTH UNKNOWN <br />1 � <br />APPROX. OCATION EXIST. \ _ <br />12" WATER CROSSING <br />pFPTH UNKNOWN <br />3 3 <br />F Of B' ALT PPE (TYPE 'q9 rnuaT M8 LF OF 8" <br />1 2 <br />(E) C.L. <br />GRADE <br />4 <br />10 <br />I '.�I�I I'1 III Y ]!I, <br />rld. ElL 4f <br />NO <br />f APPRO%. LOCATION EXIST <br />XIII /I I'. <br />5 <br />4" WATER CROSSING <br />bY��AAbbA,VYA�bbAAlb, <br />p <br />- DEPTH UNKNOWN <br />�N . <br />O <br />CONST. 27 LF OF 8" A11. SEWER PIPE <br />'A') <br />My I Il 41 U N('. I4JI'11. <br />, I ON 1 <br />(TYPE 0 5=0.0074 <br />ALT. SEWER PIPE <br />-5 <br />GONSL 270 LF OF 8" <br />(TYPE 'A) 0 S=0.007 <br />—10 <br />—15 <br />< <br />A IIS <br />N4 r <br />oz <br />za <br />-20 <br />_N <br />pzm <br />VENTURA AVENUE <br />a < d n A, n ^ <br />®a <br />Z <br />I 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 FEEL <br />LINE OF STATIONING. ELEVATIONS SHOWN ARE APPROXIMATE. <br />rC%ISL C.L. GRADE p <br />APPROX. LOCATION EXIST. \ �4' WATROXER <br />LOCATION EXIST. <br />4" GAS CROSSING 4" WATEF CROSSING <br />DEPTH UNKNOWN II DEPTH UNKNOWN <br />1 � <br />APPROX. OCATION EXIST. \ _ <br />12" WATER CROSSING <br />pFPTH UNKNOWN <br />3 3 <br />F Of B' ALT PPE (TYPE 'q9 rnuaT M8 LF OF 8" <br />1 2 <br />3 <br />4 <br />5 <br />I '.�I�I I'1 III Y ]!I, <br />rld. ElL 4f <br />NO <br />'I ltldlllD 1411 <br />XIII /I I'. <br />IA -I <br />pZm <br />bY��AAbbA,VYA�bbAAlb, <br />p <br />MI�1>4bltlAwb�Y19�YpAvbWw� <br />�N . <br />'Nbii,. b AAAAAAA—tlbYA— <br />>tt Al'. <br />My I Il 41 U N('. I4JI'11. <br />, I ON 1 <br />I I�i-"d <br />u � <br />� n <br />� to <br />eenrwrw � � <br />AYAbIAI MAY Aar bAbA <br />rMawa <br />zOn <br />11wP^wM1 wlwnAn•AMIbPbYr AAAbbbAAMv'A <br />NO <br />abb WMWbww�bY VbM�iwW.YY. <br />�Ayrb1�.AAwAYApwAtitAb tAAb YAiAAnwnYAb <br />pZm <br />bY��AAbbA,VYA�bbAAlb, <br />p <br />MI�1>4bltlAwb�Y19�YpAvbWw� <br />�N . <br />'Nbii,. b AAAAAAA—tlbYA— <br />yt 2 <br />M <br />Q D <br />LE OF 8" ALT. SEWER PIPE <br />O 5=0.0032 <br />END N <br />N <br />4@ f -5 <br />-10 <br />Wn <br />12 <br />owt- 3- 3 Bopps Tract Sewer System <br />z <br />zaz 9 10 <br />m � PLAN AND PROFILE <br />t - VENTURA. AVE. STA. 0+9039 TO 12+50 <br />-- PSOMAS <br />-� <br />SLAA 2 <br />k" 2295 LoleAo9 0!v pin. 50 LN ti <br />- <br />OI 9 -.t, CA 96 JC "kNln <br />"0 (916)929 -TCO (916) 91 (FAX) <br />[ N ITFF A FR1 VF All <br />� Iqy <br />N1 I <br />6 7a IJ[ NII Irl CT 8 <br />8 uIC <br />PSAW1 P' RJ/tt - <br />COUNTY OF SAN JOAOUIN I, YL1 PT lR( Crr N,,HILR „A„A, t <br />