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EAR IH
<br />DITCH
<br />i
<br />5' 5'
<br />r
<br />SLOPE TO DRAIN
<br />(TYPICAL)
<br />— y 2%
<br />SECTION F -F
<br />NOT TO SCALE
<br />o�m
<br />M
<br />FACE
<br />OF
<br />CURB
<br />GRADED PAD
<br />TYPE 1
<br />CONCRETE DI CH DETAIL
<br />NOT TO SCALE
<br />© -, \\-/N,
<br />TYPE 2
<br />CONCRETE DITCH DETAIL
<br />NOT TO SCALE
<br />-- f
<br />0 100 200 300
<br />—
<br />b /
<br />( IN FEET)
<br />1 inch = 100
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<br />FG
<br />220'1
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<br />/
<br />+ r r ��• _ ® /`� / ` 0001/ \ 6" CLASS B CONCRETE
<br />X110000
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<br />3
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<br />.zzea •
<br />RECORD DRAWINGS
<br />These Record Drawings have been prepared based
<br />T
<br />on information submitted by others, partially or 8, a
<br />r % ( totally. While this information is believed to be SD PIPE
<br />reliable, Ruggeri -Jensen -Azar & Associates is not
<br />/ \ r responsible for its accuracy, nor for errors or
<br />` y omissions which may have been incorporated into
<br />these doc ants as a result.
<br />44628 3/31 2 RCP FIELD INLET WITH GRAT
<br />Joseph N. zar RCE No. Exp. Date NOT TO SCALE
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<br />SHEET NO.
<br />18
<br />OF 26 SHEETS
<br />JOB NO.
<br />981007,10
<br />60'
<br />EARTH
<br />DITCH
<br />CALIFORNIA
<br />AQUEDUCT
<br />10'
<br />20'
<br />20
<br />10'
<br />I
<br />EX. SLOPE
<br />TO REMAIN
<br />4
<br />C
<br />TO DRAIN
<br />MAX
<br />/
<br />SLOPE
<br />3.1
<br />TyPICAL)
<br />CONCRETE DITCH!
<br />(SEE THIS SHEET FOR DETAIL)
<br />SECTION
<br />G -G
<br />NOT TO SCALE
<br />GRADED PAD
<br />TYPE 1
<br />CONCRETE DI CH DETAIL
<br />NOT TO SCALE
<br />© -, \\-/N,
<br />TYPE 2
<br />CONCRETE DITCH DETAIL
<br />NOT TO SCALE
<br />-- f
<br />0 100 200 300
<br />—
<br />b /
<br />( IN FEET)
<br />1 inch = 100
<br />�Ilk
<br />d.
<br />r
<br />t:
<br />v , r
<br />a _
<br />r
<br />.a
<br />s
<br />J
<br />�.0
<br />U
<br />/ /
<br />/ "
<br />J '/r `'s, 1` / Q I r° ✓� , ��'` IIS rte'
<br />�� r✓ �� ��� yr /' �' /' N It
<br />x:
<br />,
<br />FC, / Ex N�,,, o _, _ ✓ , �,a. fr
<br />•/' rf��f,-e' / i i i1 - { �; / ,_." IN UM/ "OFGR
<br />.�( r'
<br />,
<br />ON
<br />p�
<br />�. r
<br />r
<br />�X S+ �G Z33. / .
<br />N r
<br />x
<br />t
<br />r
<br />" .Ykl � � 4],Yi9 .ut � d1Sx ! }2fi. � 4* � ,ni�
<br />.-
<br />/..n9.
<br />x „
<br />i
<br />r'
<br />s
<br />�f
<br />xj '111 Ri %' 540 .2111
<br />/ �p� r '�
<br />�C,f,1F
<br />EP 6 i
<br />F Ru) % y,
<br />IN Zig. P� .., ,,� ,.,� i'� ,>u � .,, '/�' Ni• ,,,. � �',,.a ;�r . �,,,�'°
<br />r ,
<br />F r
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<br />" ,r �p
<br />r^
<br />m
<br />J
<br />r
<br />\ r'
<br />x00
<br />«� r � 3 £
<br />� r SLOP /N
<br />/o
<br />vice e m, ?tea //.211
<br />o '
<br />o
<br />t r _ 24" RCP
<br />FG
<br />220'1
<br />%
<br />/
<br />+ r r ��• _ ® /`� / ` 0001/ \ 6" CLASS B CONCRETE
<br />X110000
<br />0'
<br />/r
<br />3
<br />' a .
<br />.zzea •
<br />RECORD DRAWINGS
<br />These Record Drawings have been prepared based
<br />T
<br />on information submitted by others, partially or 8, a
<br />r % ( totally. While this information is believed to be SD PIPE
<br />reliable, Ruggeri -Jensen -Azar & Associates is not
<br />/ \ r responsible for its accuracy, nor for errors or
<br />` y omissions which may have been incorporated into
<br />these doc ants as a result.
<br />44628 3/31 2 RCP FIELD INLET WITH GRAT
<br />Joseph N. zar RCE No. Exp. Date NOT TO SCALE
<br />D119 . I ti 2i o�
<br />00
<br />ro
<br />rn
<br />ao
<br />U O
<br />r7
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<br />SHEET NO.
<br />18
<br />OF 26 SHEETS
<br />JOB NO.
<br />981007,10
<br />
|