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<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.
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<br />II DEPTH UNKNOWN
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<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
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<br />CONST. 332 LF OF 8" ALT. SEWERPIPE
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<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
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<br />23 24
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<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.:
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<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
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