HomeMy WebLinkAbout1451A-4IV MIN
45"10 VCP
I � I
I
�FLOWLIAIE ELEVATION
FLOW
SNOWAI ON PLANK
1
4 3AX15 AT IZ" O. C.
VI #4 SAR5 AT IZ'• D.C.
SECTION A-4
N. T. S.
IO" 4'-o•• lo••
SECTION B — B
/V. 7: 5.
N.
FRAME AND
PER 5TD. Z
#4 I3AR5 AT Z" D.C.
A
LIMPROV6'MEN Ty
STATION PCV- PLAN
4i'4 aA R 5 AT !o" C
(TYPICAL.)
9EFE K E NCE S:
1.
LDS ANPaEL ES COUNTY FLOOD COJUT12OL
J'
STAN1>L\I5ZD PLANS NO. Z -- DI7Z
2.
-54N 13EMKIAI-0INO COUNTY FLOOD CONTROL
"DE13EtZP-Y STOOM D12AIN"
CONT V-A LST N0. 6o70&
FILE ND. Z-805-1 SPEE7 5 OF F
4
.1NE
�Iud-5
IDN AN v
ATION
PLAN4
1L I!ESSION
►DIUS
ON AND
4TION
PLAN 7
4 @ �11 L3o1h ways 1/4"R 2..
• � SLOPE 1/4": I' • .
.5 /oP e //4
Pr67'ech'0n 43ar See. Curb �
` p/v e h I vi g p -e f$� i 7'ti �'s Sh-t •
r /
V4 a
CATCH BASIN
INSTALL FRAME AND COVER
QQ¢,5 AT Z'• CI. G.
STORM DRAIN CLEANOUT
*4 BAQ5 AT !o" D.C.
/IVOi" TD 5CALC
0008 OPENING
DETAIL
N 0 T 15
w*-mLL %4.0 67ALY.
LOCAL DEPRESSION
�,
DEET GATLI-� UAG� l 1V �I�,OkL C. f3E
STe1Ps• STATE 5TD
17-7Z
I/2" ROUND STIRRUP
t
COIL) �TgU CTED OP C LAS �4:S7 "A"
d
Outlet P1j57e (Mdy be in any Wall) '. - •� : ' .� . .. -�-�2
0 O" C 9 ET O 000 P. 5.1.
Z•' cc. R.
In 5lw/ 3� s/e e /
, .
SfePS Pe;Y' 6 fife
(TYP.)
`.: OPTIONAL HOOK
I 1
Cots s f. Jf
7•
, yP
.
Z.
C L E,U 7-.a N C E F UM I.D. OF PIPE TD
*s OARS AT IV o. c.
;
�s as �s AT 1 z"
o. C.
'
I
STEFL ANGLF A SU PPOPT BOLT ®ETA 1 L
CLEANOUT WALL SPALL CSE 4" M)N.
'14 3AZe AT tz" D.c.
04 13ARs AT IZ"
D.C.
3.
,CSL L 7-E)AJP0V-CEM ENT 3AW-5 -6"ALL 136
`
I NTE7-MEDIATE &7 -ADE
Z\ND sl4aLL 135 DEPOP-MED AC. -
M
ay,-
#s
C-
00RDIN1 TO aevTM A 30 5 - Ji&7
I CLK.
&DD SAIZ
14o0P�
ADD #S SAM W00P5
TYP)i
Xx=XAROUND
(TOTAL L)
PIPE
4.
mg.- Ppc;4 l `D�obj, Wrcv-m=r%o0 ezes
X'�Tom L O PIPE
t TOT'A L Z)
pa �
�� � ���, {�•
IV MIN
45"10 VCP
I � I
I
�FLOWLIAIE ELEVATION
FLOW
SNOWAI ON PLANK
1
4 3AX15 AT IZ" O. C.
VI #4 SAR5 AT IZ'• D.C.
SECTION A-4
N. T. S.
IO" 4'-o•• lo••
SECTION B — B
/V. 7: 5.
N.
FRAME AND
PER 5TD. Z
#4 I3AR5 AT Z" D.C.
A
LIMPROV6'MEN Ty
STATION PCV- PLAN
4i'4 aA R 5 AT !o" C
(TYPICAL.)
9EFE K E NCE S:
1.
LDS ANPaEL ES COUNTY FLOOD COJUT12OL
J'
STAN1>L\I5ZD PLANS NO. Z -- DI7Z
2.
-54N 13EMKIAI-0INO COUNTY FLOOD CONTROL
"DE13EtZP-Y STOOM D12AIN"
CONT V-A LST N0. 6o70&
FILE ND. Z-805-1 SPEE7 5 OF F
4
.1NE
�Iud-5
IDN AN v
ATION
PLAN4
1L I!ESSION
►DIUS
ON AND
4TION
PLAN 7
4 @ �11 L3o1h ways 1/4"R 2..
• � SLOPE 1/4": I' • .
.5 /oP e //4
Pr67'ech'0n 43ar See. Curb �
` p/v e h I vi g p -e f$� i 7'ti �'s Sh-t •
r /
V4 a
h P, 7Ta-
-00
t 4,r
SECTION A
/V. T. 5.
•a v6"MIN.
I/4' OPTIONAL ANCHOR
(1/2"x 6" STUDS) '
IOS ° u a
ANGLESTEEL 3
ANGNGLE�/2•' 1/2" 0 STEEL ANCHOR AT 3'-0" O.C.(MAX.)
LENGTH SHALL BE OPENING WIDTH PLUS 12 INCHES
STEEL ANGLE ANCHOR
NOTES:
1. A PLAIN ROUND GALVANIZED, STEEL PROTECTION BAR 3/4" IN DIA. SHALL BE
INSTALLED AND EMBEDED 6' AT EACH E -ND.
2. ALL EXPOSED METAL PARTS SHALL BE GALVANIZED. (EXCEPT FRAME ANDCOVER)
3. SUPPORT BOLTS SHALL BE UNIFORMLY SPACED BUT NOT TO EXCEED 7'ON CEN -ER.
4. STEEL ANGLE SHALL BE BENT TO MATCH CURB ALIGNMENT.
CATCH BASIN OPENING
' 4:I /VO7" TO 5G.4GC
SECTION B - B
/t/�ie� ,'
Du /�f P P� e.x fendS 117A 5
3 m``4 Barrs a s T alit s r frost
�� \ � ` s !-r o r,✓�'t o�'' aid /ire �!e S!? r
� � L oca/ I�eP•--e ss /0`1 ��
— �-- -Or — — — — — — — -
B�'
JI B
�xParr s /orr I
/hs fa// M�nho% Frame
Coved-" pew' S, 8. Co Sfd . 201 AJ
X
� Pipe
I
I � I
I 1
I I
I I
PLAN
PLAN �
CATCH BASIN DETAIL
ivOT 7'0 SCALE
z'
4" 0 galvanized steel pi CL
( total 2)
in '-
Add -06 bars
(total 2)
E
Precast concrete end a
block to be placed flush I
with end of pipe as -t-
directed by the Engineer. o
0
��f bars
@ t2" O.G.
,ELEVATION
CLOSURE - TYPE 11 A 11
NOT To SCAT -4:
ESSlp\
BA��d
No. 27f 74 rr
Exp. 3-3
\/VII.
PROTECTION BAR 3/4" 0 GALVANIZED
I/2" ROUND STIRRUP
t
to
•' GUTTER. FLOW UNE
{ �x 1'4 SUPPORT BOLT
Ih1ef �hnl/o,�- 1' - (ALHAMBRA FOUNDRY A-1572 OR EQUAL)
d
Outlet P1j57e (Mdy be in any Wall) '. - •� : ' .� . .. -�-�2
In 5lw/ 3� s/e e /
, .
SfePS Pe;Y' 6 fife
`.: OPTIONAL HOOK
Cots s f. Jf
7•
, yP
.
;
'
STEFL ANGLF A SU PPOPT BOLT ®ETA 1 L
h P, 7Ta-
-00
t 4,r
SECTION A
/V. T. 5.
•a v6"MIN.
I/4' OPTIONAL ANCHOR
(1/2"x 6" STUDS) '
IOS ° u a
ANGLESTEEL 3
ANGNGLE�/2•' 1/2" 0 STEEL ANCHOR AT 3'-0" O.C.(MAX.)
LENGTH SHALL BE OPENING WIDTH PLUS 12 INCHES
STEEL ANGLE ANCHOR
NOTES:
1. A PLAIN ROUND GALVANIZED, STEEL PROTECTION BAR 3/4" IN DIA. SHALL BE
INSTALLED AND EMBEDED 6' AT EACH E -ND.
2. ALL EXPOSED METAL PARTS SHALL BE GALVANIZED. (EXCEPT FRAME ANDCOVER)
3. SUPPORT BOLTS SHALL BE UNIFORMLY SPACED BUT NOT TO EXCEED 7'ON CEN -ER.
4. STEEL ANGLE SHALL BE BENT TO MATCH CURB ALIGNMENT.
CATCH BASIN OPENING
' 4:I /VO7" TO 5G.4GC
SECTION B - B
/t/�ie� ,'
Du /�f P P� e.x fendS 117A 5
3 m``4 Barrs a s T alit s r frost
�� \ � ` s !-r o r,✓�'t o�'' aid /ire �!e S!? r
� � L oca/ I�eP•--e ss /0`1 ��
— �-- -Or — — — — — — — -
B�'
JI B
�xParr s /orr I
/hs fa// M�nho% Frame
Coved-" pew' S, 8. Co Sfd . 201 AJ
X
� Pipe
I
I � I
I 1
I I
I I
PLAN
PLAN �
CATCH BASIN DETAIL
ivOT 7'0 SCALE
z'
4" 0 galvanized steel pi CL
( total 2)
in '-
Add -06 bars
(total 2)
E
Precast concrete end a
block to be placed flush I
with end of pipe as -t-
directed by the Engineer. o
0
��f bars
@ t2" O.G.
,ELEVATION
CLOSURE - TYPE 11 A 11
NOT To SCAT -4:
ESSlp\
BA��d
No. 27f 74 rr
Exp. 3-3
\/VII.