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* Pour Directly Aginst Concrete Dike Where Applicable
SECTION D—D
Ex. fence i i ne
AC Misc Area Concrete Spillway
0
0 ti
Cutoff Wali
Top of Ex. Spillway Lining
................................................ ...................................................................................................
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0 mrn Both Ways
lu %.fuliivr III iv cAisting
Limits of Excavation
CUTOFF WALL DETAIL
.r.'\
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150 mmIs 5 -
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13 Rebars at 380 mm Both Ways `
to Conform to Ex st ing
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DIST COUNTY I ROUTE I KILOMTOTALTER PROJECT
TT ISHN ETI SHTAL
EETS
OS SBd 10 20.76
6- 1 -99 Ro' SSio
EG f TERED C I V I ENG I NEER �o Q �4.1
J. R. HOPPER Z
— i - 9 9w 29277 rn
PLANS APPROVAL DATE
0c
The State of Callfornla or Its officers or 4gXP-3-31-03
agents shall not be responsible for the accuracy s�q C I V I \P
or completeness of electronic copies of th(s plan Fo�
Sheet. T OF CAL IF
Channel
F- Lap Exist. Rebar A_ --------------------------------------
D 0.3 into Wall ''\ %.--- ---------------------------------
.� - -
W3.0 L t B�� 10+ 10. 9 5----------------------------------------------------------------------------- ---
F— Meet Exist. Angle Point, Elm 309e02
� PavementEx. MBGR
v 0 _ Can
X Z Top of Ex. Conc. D i ke Top of Ex. Spillway i i way Lining h ne
-------------------_ S E C T 0 N A-
LU
�. 00 ----------------------------------- ------------
-------------
_ _ -- - _ 3.0 Lt 11811 I0+06. 8T
o -------------------------------_----- -a .-- ro Q ---------i -- =' - -- eg. Spillway, E l = 308.90
810 4. 0LU
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(See Detail) co
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W SECTION B—B . o�
Q ALL DIMENSIONS ARE IN o 0
DRAINAGE DETAILS N I
METERS UNLESS OTHERWISE SHOWN -
NO SCALE _3 o
D ��
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1 O
FOR REDUCED PLANS ORIGINAL.
SCALE IS IN MILLIMETERS
0 20 40 60 80 USERNAME => Jhopper
I i I I I I I t DGN FILE => d-318110016
CU 08260
EA 447201
2743 410?