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SECTION A—A
Ift r
Yor 0' -0.5 '
0.201 AC vol
0v10.
Direction
of Flow
11J
0.20' AC
112:
w w 1
J.20' AC
SECTION B -B
0.20' AC
EffbankMent Slope
OG
10 Level
a & W4, 6.-- -
A
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Trans i t i
ike t
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'd Elev-1.00 of ike
L-Aogle to be 450
Sh i d Elev May be Modified by Eng i neer
in Field as Needed
M1 n i mum Length=10'
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0.20' AC
SECTION C—C
Dimensr'ons to be Used For AC Oversiee Drain
Caltrans Standard Plans D8 T8.
7VPOCAL
"CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE
FOR OR LIABLE FOR. UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL
CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE
PREPARER OF THESE PLANS."
jAL
z2:
A 10
SECTION A—A
2' var
0,1-0-5,1
0.20' AC
SECTION 8-8
End of Dake
r
Shoulder Eiev
Elev -1.00'
SECTION C—C
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A
Trans i t i on
8 "D i e to
6 "D i e
i KB
10'
Direction �,,A
Of Flow
Shoulder Elev C
R=3 '
rop 0,t
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TYPOCAL AnRIOM OETIOL
[FOR SAQ LOCA700MO
ARECORD D
DAG No. !A1 m m m f