HomeMy WebLinkAbout1451B-4z
INSTALL FRAME AND COVER
IN STALL VO CiALY, —
ST@1P5• STATE 5TD
P. 7Z
Z" CLR.
(TY P)
"5• BAIZ S AT I Z" O.C.—
:#4
.G
:#4 13,0ZI42 AT X" o.C.
ADD Al SAM HOOPS
X><=><r0►IZ00ND PIPE
(TOTAL Z)
12" MIN \
I
SECTION A -A
/v T. 5,
#4 CQAeg AT Z" O.C.
*'4 BARO AT Co" D.C.
GU¢D OPENING DETAIL
_,-LOCAL DEPRESSION
13,a R-5 AT 121, D.C.
#4 DAV-6 AT I Z' � o. C.
1 I
Q DD 04* 6A&R 1-1001705
y��C�R• X -<=><AROUND PIPE
T YP.) (TIL 9 )
I I
45"0 xCF
I 1
i
�FLOWLINE ELEVATION
FLOW
SHOWN ON PLANS
4AW-5 AT IZ" O. C.
VI #5 SAR5 AT I Z ", O.C.
lay a' - o'� lo'•
SECTION 6 - B
N. T. 5.
9EFP K E NCE S:
CATCH BASIN
STORM DRAIN CLEANOUT
NOr � 5CA1_E
NOT E'er
11 DEEP CATLI Mboev 1 N �WAL L. aE
CON STRU CTED OP C LA 4�74-5 "A"
C Olv C SET E -PC = 3000 P. 41�7.1.
Z CLE/_\V-ANLE FIXOM I.D. OF PIPE TD
CLEANOUT WALL 4" M)N.
3. k\L L 7-5)NF0R6EJ 15k)T SAV -5 oSPUALL 136
INTE7-MENATE &W -.ADE -Fl, = on, ODD 1P., S I.
ZXND SI4,LZLL 136 DEPOP-MED AC-
C OZ - D I N C-1 TO ZN evT M A 5&5- SF& 7
�•
rorz A4:;PITI0t4AL W -r100 *Eg.
P1'At L. XA 4�-T talo. C�; P
N.
FRAME AND
PER STD. Z
#4 I3AR 5 AT Z" O.C.
A
IMPROVEMEN Tti
L6TA'nON PER PLAID
44 SAF -6 AT &"' C
(TYPICAL)
LDS AN&EL ES COUNTY FLOOD CO1UTROL
J'
STAN C>A II D FLANS NO. Z -- DWI 2
2.
•54kN 13EANrAIZDINO COUNTY FLOOD CON T12.OL
"DC5E1zP-Y STO12M DPAIN"
CONT V-A LST N0. 6o70&
FILE ND. Z-80-5-1 SPEP—T 6 OF -
'IUS
IDN Am
pTION
PC.AN6
►L
'ESSION
ZIUS
DN AND
4TION
PLAN 7
In 5iWl 3� �5� s{eel-
sf eps per S' f'�fe
Sfd
-;r-4 @ Co,(3o4h via y6
1
.5/ope 1/4g
/4rper
FA
Profeciion ear See Curb
a Zr^ 0,
jn def 4?n41(/or-
J OuNet Pij7e (May be in any u/all)
• ' I-•�— 2 r( CIr ;
Const, J71•:. ; �yP I �,
• •
SECTION A -A
' �'roc�`rai wipe
N � Rr Top o�`Cur6
v�
v�
Ou�lef ppe �or Ih/e f�
''• _v o
' 1 ;
14
��--- 4:
SECTION 6 - 6
N T S.
1/4"R
SLOPE 1/4„; It.
U
t
N
OD —
U /
V
�J
PROTECTION BAR 3/4" 0 GALVANIZED
/
I/2" ROUND STIRRUP
GUTTER. FLOW LINE- • i .
.•-
•x 1'4 SUPPORT BOLT
;.. ,
(ALHAMBRA FOUNDRY A-1572 OR EQUAL)
3312
OPTIONAL HOOK
. I-
2TEEL AN23E
I $9EP 0T DOLT DETAIL
6"MIN.—•�
1/4" I + OPTIONAL ANCHOR
L 0/2"x6" STUDS)
u
1050 a
�S6MGALV. STEEL
3►/2"
ANGLE
I/2" 0 STEEL ANCHOR AT 3�-0" O.C.(MAX.)
LENGTH SHALL BE OPENING WIDTH PLUS 12 INCHES
STEEL
ANGLE ANCHOR
y 4
NOTES.
S-4 I. A PLAIN ROUND GALVANIZED STEEL PROTECTION BAR 3/4" IN DIA, SHALL BE
INSTALLED AND EMBEOED 6"AT EACH END.
�' 2. ALL EXPOSED METAL PARTS SHALL BE GALVANIZED. (EXCEPT FRAME AND COVER)
3. SUPPORT BOLTS SHALL BE UNIFORMLY SPACED BUT NOT TO EXCEED 7"ON CEN?ER.
4. STEEL ANGLE SHALL BE SENT TO MATCH CURB ALIGNMENT.
6i/he`r Ouf/I P•P' ttase-xfei101>`o '
5
�� �\ ower apron a 1301 rs
�N` �\ 5>11014.4? 0r add Aire Me s11 r
N\
I 6
Exp 7n!5 torr f I
jvi � �l�d Z- �4 Suers •d- ,
Cover per S• 8. Co S -f -al. 204 A
J
X
PLAN �
CATCH BASIN DETAIL
�or 7o SCALE
4" 0 galvanized steel piU 06
(tots! 2)
Add -46 bars z T( g2
Pipe (total 2)
�a
Precast concrete end
I block to be placed flush I
with end of pipe as t
directed by the Engines. o
I I �
-- ---- -- bars
T-+---* --"*— ,--► @ I2" 0. C'.
EM ELEVATION
El EE CLOSQRE
- TYPE A.
/VO 7~ TO _5 C A L E
CATCH BASIN OPENING-
IV07- Jo S&AtE
NO. 27674
Exp, 3, -