HomeMy WebLinkAbout3391-4LATERAL
99 99
B
LATERAL
99 99
C
LC
AM i SURE T Te A
NoiU.- -
-
Q— 100 5.8
-
CFS
E
(Britit and Morto,r)
(P�recast Concrete End Block)
is
Vmax 11
FPS
Q-100 1.9
CFS
at
=-;O-'4 bars @ 12 ox. unless otherwise
noted on the plans.
SAN BE'�} COUNTY
.9
I. Type B" closure for V not larger than
Vmax 13.2
FPS
-A - -1
'14%,91P
rann—n rAt%P&TI. on a Ift,109r1n: ^OF
.......... ........
COINTRACTOOR TO VERIFY
DEPTH & LOW11ON
............. ......... ..........
.............. .........
............ �* ....... ........ .......
.........
..........
11
,211lcan
11FP1N4U* 111,1112MUMN01 All
C
......
J ............. .......
............ ................. ......
111171-17711MU19
2g
BARS
6 BARS
Null)] NW,
PROMULGATED BY THE I i IN AT] 0161211 V .11 1 WE I I k Q 111111 SDARD PLAK
PUBUC WORKS STANDARDS INC., AT001 11
GREENBOOK
METRIC
COMMITTEE
1-6— w
331-2
REV. IM
TIM 11's SHEET I OF 2
+
capprng at "d of piip
Sf,go T ION
............. ........ ........
E,, 6JE -
i i 3,67 R-.,C.P,, D4-13501
. .... .... l' -ANCHOR BLOCK MIN. 5 SACK/ C.Y.
36 R.C.T. D-1 35
................. ...... .
-SS, Y:
"NE
x
.. ........
....... .. ..... ...... ................ . .. ....... WET
Ic .. ....
........ COWC F OR METHOD APPROVED
V ........................ % ... ......... ....... ........
RE > 2ams
'PIK "23UR
mETRIC
331-2
SHEET 2 OF 2
11
,211lcan
11FP1N4U* 111,1112MUMN01 All
Sf,go T ION
............. ........ ........
E,, 6JE -
i i 3,67 R-.,C.P,, D4-13501
. .... .... l' -ANCHOR BLOCK MIN. 5 SACK/ C.Y.
36 R.C.T. D-1 35
................. ...... .
-SS, Y:
"NE
x
.. ........
....... .. ..... ...... ................ . .. ....... WET
Ic .. ....
........ COWC F OR METHOD APPROVED
V ........................ % ... ......... ....... ........
RE > 2ams
'PIK "23UR
TY 6 'N
C
E
(Britit and Morto,r)
DRAIN P1PE IN RISER
W SCALE
NOTE.
I. Type B" closure for V not larger than
WTY
SAN SERMARDIWO COU
36' unless approved or specified by the
FLOOD CONTEROL D]STRICT
TA
ORANGE COUNTY ENVIRONMEN -NA61EMFENT AGENCY
sm, PLAN
Engineer,
*,J ""N's, DWN. BY DATE
2.See specifications for additional information.
Awoved
DIN047 Of &#&FMW
1327
E
FILE NO.
ZIS 83, -M
& P 'I 76A
DES11 1�1W 13A,
SHEF-T 6 OF 8
J:1652-14521storm\sd-ph2a-04.dwg, 11 /10/2003 09:04:15 AM, MC