HomeMy WebLinkAbout2332-SD-5CB MANHOLE FRAME
CA CB (W=14', H=2")
STRUCTURAL DATA
& COVER PER A.P.W.A.
PER A.P.W.A. STD
WALL AND SLAB DIMENSIONS
STD PLAN 312-1
I PLAN 300-1
AND REINFORCEMENT REOUIREMENTS
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
10+80.31 EC
•
000%
a,6'+ 0-.- 0CURB
ST STA
&
MAX MAX t tF
2.84
6
.51
GUTTER
CURB &
GUTTER
6'j,n
V"b
WALL WALL LA WAIL
r1j
OC 51 -'
14.1g' --�
GAG
in
C i _ 7 OC
�►`D�,jk
X00
���.
rO00
�►� Oro
�►.
�,O 5• _
5
_OC _ _
6
6 60
STR
E
7
12 1
e cc
1
0
J' W
66�?�Off?
OS STC/11 6 S C)c• �S, (S
4 69
A`S, O
LOCAL
� S�
8
DEPRESSION
FLOW
R
E
DETAIL "B-1"
12'
LOCAL DEPRESSION (CASE A)
NO SCALE
�TE
� I FACASSEMB YY
1
CURB FACE 4 H
.T 64 (b �AY
'
EACH
4"R STREET, GUTTER
R OR LOCAL DEPRESSION
I FACE ;) FLOW LINE I SURFACE
PLATE. -•�L•-
I ( --SCORING
1 •
7
2 EXTRA •4 LINE 4 =' � 1'R ' t + -3 2 SLOPE
ON 2 SIDES OF I CURB UNE 4
I MANHOLE FRAME I '
DOWEL (TTP,) I CLEAR
1 AND COVER I 1 I I �
L
1
I CATCH BASIN I I STEPS `c: F.
I MANHOLE F
AND COVERRAME
3' R
W i N I / 4' MIN.
e- 12' MAX,
'I O •�-r-�-+ i
cz- 1
A ,li� STEPS ~_.-.-.----
OPTIONAL SUSGRADE
1 li I 1 I� _ ' \ B _1 '`ORNMONO MONONECTOR LITHIC
C' // II u ( - \ CATCH BASIN
�, i• L ' R ` ,�, \ OPTIONAL ROUGHENED CONNECTION
__j I CONST. JOINT (TYP,)
DOWEL (TYP.) ; p;., SECTION A A
PLAN
all
t
900.1
•��
DOWEL DETAIL
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED T THE COMMITTEE
JOINT COOPERATIVE COMMITTEE
STRUCTURAL DATA
STANDARD PLAN
.-300-1.
1984
WALL AND SLAB DIMENSIONS
313-0
REV. 1992
AND REINFORCEMENT REOUIREMENTS
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
•
SHEET 1 OF 4
REINFORCEMENT
45' 7 3✓4
MAX MAX t tF
REO(xAEO IN
5' 6' W=
FRONT AFAR DOTTOM END
W V
CURB &
GUTTER
6'j,n
V"b
WALL WALL LA WAIL
].s
e'
61 6
s V� G
3.s
I2
eT_ _iT
R
R
7
6
6 60
E
E
7
12 1
e cc
1
0
14
4
4 69
FO
�'� STR• �
8
6 e
�
R
E
14
12'
a 10
C
O
4
6
M
c
6
e
e
e
E
LOCAL
DEPRESSION
T
I
e to
,o,•
N
12'
10'
NO SCALE
FOR W) 26
V)12 OR 9) SEE PROJECT PLANS
all
t
900.1
•��
DOWEL DETAIL
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED T THE COMMITTEE
JOINT COOPERATIVE COMMITTEE
CURB OPENING CATCH BASIN
STANDARD PLAN
.-300-1.
1984
.
313-0
REV. 1992
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
5 � V
OC
N K WD L N
�
A
W CURB OPENING - -
CATCH BASIN (S) IF I - I
2 1~••
r412 T 1 I B
URB POINT A POINT 8 POINT C l,9 ` POINT D CUs 8
C
�- y CyT GUTTER}
Pp TRAICNTtC C
• �ae� P`OG� RIOG ORA Ct'y'94�E
POINT E ,
POINT F' A B POINT 0 W
-+- DIRECTION OF FLOW PLAN ---- DIRECTION OF FLOW C29
m
z
N K WD L N -•-I -
I POINT D
17- POINT A POINT B POINT C FLOW LINE
- FLOW LINE PROFILE
CASE A
t `' 4 (► I
W N L WD l N
=u
W 3 W CURB OPENING f
z CATCH BASIN(S)
I I C
CURB
CURB POINT A Oji, POINT 8 POINT C s1,9 POINT D A
G�� E.i yT 3E 1• GUTTE,RJ
POINT E'
a POINT F PLAN C POINT 0 .J <
aapp DIRECTION OF FLOW -+- DIRECTION OF FLOW 414.
on 0
L�
I N L WD L N z
TPOINT D
POINT A POINT 8 POINT C FLOW LINE
FLOW LINE PROFILE
CASE B ,
M 1' 6' M 1' 6' M, G, OR VAR, )°
VAR.
LS' VAR. .1__ VAR,-•�•I
1 CU�2°_ t RIDGE '4' VALLEY
•4; =1e "" L C
FACE+H VALLEY is ;i. ( •;i,
SECTION LA SECTION B -B SECTION C -C
_ AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
10+76.15 ST STA
C/L CB (W=14', H=2')
CB MANHOLE FRAME
STANDARD PLAN
PROMJOINT COOEDBYTHEAPWA-AGC
JOINT COOPERATIVE COMIWTIEE
LOCAL DEPRESSIONS AT CATCH BA�INS
313-0
1964
-
STD PLAN 312-1
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
•
SHEET 1 OF 4
ek
10+76.15 ST STA
C/L CB (W=14', H=2')
CB MANHOLE FRAME
CURB OPENING CATCH BASIN
_
& COVER PER A.P.W.A.
SHEET 2 OF 2
PER A.P.W.A. STD
�
�
+
STD PLAN 312-1
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
•
PLAN 300-1
12' SEE PROJECT PLANS
45' 7 3✓4
IS 41/2
48- e'
5' 6' W=
14'
5' 5'
CURB &
GUTTER
6'j,n
V"b
(S� C',n
60' V.
=
33' 61/4
V�V
s V� G
6'D�60
69' 103/
1>i-------->C
Z��O�qv
wO
31Aw4qV
-------- --------
I
r
CO
c' 1.5'
S�
�'� STR• �
GR
�
'���
10 F�
-
ry0 FLOW
x
LOCAL
DEPRESSION
Oo
DETAIL "B-2"
,o,•
DEPRESSION
LOCAL DEPRESSION (CASE A)
NO SCALE
NOTES:
1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED
SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE POURED
EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS OF CONCRETE
AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE PROVIDED WITH A
WEAKENED PLANE OR A 1 -INCH DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER
OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF
ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE, COLOR, FINISH, AND SCORING TO
EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN.
2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE
SHAPED BY PLASTERING.
3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND
LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS
8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE
GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET,
4. DIMENSIONS:
B = 3 FEET 2 INCHES
V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE
CATCH BASIN AT THE OUTLET = 4.5 FEET.
VU= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE
UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE
3, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 12 INCHES. -
VI = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE
INLET. NOTED ON THE PROJECT PLANS.
H = NOTED ON THE PROJECT PLANS.
W = NOTED ON THE PROJECT PLANS.
A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND
THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECIFIED,
THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE
CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL INTERSECT THE
INSIDE CORNER OF THE BASIN, THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO
INSURE MINIMUM 3 -INCH PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND
3 -INCH RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENDS. A
' MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE
CATCH BASIN WHENEVER ANGLE 'A" IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES,
OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A
MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED, MONOLITHIC CATCH BASIN
CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING STANDARD LENGTHS OF PIPE.
6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS,
THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL BE
SPACED 12 INCHES APART. THE TOP STEP SHALL BE 7 INCHES BELOW THE TOP TO THE MANHOLE
AND PROJECT 2.1/2 INCHES. ALL OTHER STEPS SHALL PROJECT 5 INCHES.
7, DOWELS ARE REQUIRED AT EACH CORNER AND AT 7 FEET ON CENTER (MAXIMUM) ALONG THE
BACKWALL,
8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
308 MONOLITHIC CATCH BASIN CONNECTION
309 CATCH BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
312 CATCH BASIN MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
300-1
C
BARS
CURB OPENING CATCH BASIN
_
•
SHEET 2 OF 2
NOTES:
1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 1/2 -INCH RADIUS.
2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB.
THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB
PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN).
3. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE
OUTER EDGE OF THE* LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE.
4. IN NEW STREETS, OR IN EXISTING' STREETS WHERE PAVEMENT REMODELING IS INDICATED: '
THE ELEVATIONS OF POINTS F AND G SHALL BE SET HI HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS A AND D, RESPECTIVELY. -
THE ELEVATIONS OF POINTS P AND R SHALL BE SET Ha HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS B AND C, RESPECTIVELY.
THE ELEVATION OF POINT S SHALL BE SET Hz HIGHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW LINE.
WHERE THERE IS'NO GUTTER ADJACENT TO THE LOCAL DEPRESSION', THE ELEVATION OF POINT
E SHALL BE SET .H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB.'
5. DIMENSIONS:
H = NOTED ON THE PROJECT PLANS. - -
H) - NOTED ON THE PROJECT PLANS.
HZ - NOTED ON THE PROJECT PLANS.
H,j - NOTED ON THE PROJECT PLANS.
G = 2 FEET.
K - 5 FEET.
L•=6 FEET. _
M = 4 FEET.
N = 5 FEET. .
WO= CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR
MULTIPLE CATCH BASINS.
THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 8 INCHES.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
LOCAL DEPRESSIONS AT CATCH BASINS'
' 11+22.70 ST STA
C/L CB (W=14', H=2")
CB MANHOLE FRAME
& COVER PER A.P.W.A. PER A.P.W.A. STD
STD PLAN 312-1 PLAN 300-1
I
CURB &
5' 6' W= 7' 6' S' G U TTE R
v -i
�
V4DC1'h�0,
h
S9A S9A
FL OW �S S FLOW
-40- �/,O��C�'
LOCAL
`j
3.13-0
C
BARS
_
•
SHEET 4 OF 4
DETAIL "C-1"
LOCAL DEPRESSION (CASE B)
NO SCALE
TACE PLATE ASSEMBLY TOP SLAB REINFORCEMENT
(SEE CATCH BASIN STANDARD PLAN)
LL�2"CL, E BARS � 9
C BARS
� n � D BARS 2 CL. W
iqJ F BARS •�• �
2"CL, 3 � A BARS t �..�..
x � B BARS
= t
0 G BARS
a U.
tF
3 CL,
X/3(MIN.) BOTTOM SLAB
TYPICAL REINFORCEMENT' DETAILS
S
11+17.27 ST STA
C/L CB (W=14', H=2") CB MANHOLE FRAME
PER A.P.W.A. STD &COVER PER A.P.W.A.
PLAN 300-1 STD PLAN 312-1
CURB & I
GUTTER 5' 6' W=17' 6' 5'
S9 ,n
S� 6+
r----
InS�C� ' 9� Off' i i �j0 O o� • ,�O h0 '�
r-
S9 2
FS B
1
h�F FL-�- 4j°��_ FLOW
LOCAL
ho'Q,*
CURB OPENING CATCH BASIN REINFORCEMENT
V(tt.) t SIDE 8 END
WALL STEEL
MAX. cIn•i G BARS
4 6 *410"
8 8 4 G 6"
Iz to >r5 G s"
FOR Y)
B 1'
C
BARS
DBE
BARS
cooPERATrvE•COMMITTEE
CATCH BASIN REINFORCEMENT
309-0•..jouqT
1961
�
�
+
,11*4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
•
SHEET 1 OF 1
12' SEE PROJECT PLANS
45' 7 3✓4
IS 41/2
48- e'
21' S"
51" 8 1/2
24' S 1/4
34' 9'
30' 6'
60' V.
=
33' 61/4
63' 10'
36' 6 1/27
66' 101/4
39' T'
69' 103/
72' II'
FOR B GREATER THAN 72' SEE PROJECT PLAN
DEPRESSION
,o,•
DEPRESSION
DETAIL "C-1"
LOCAL DEPRESSION (CASE B)
NO SCALE
TACE PLATE ASSEMBLY TOP SLAB REINFORCEMENT
(SEE CATCH BASIN STANDARD PLAN)
LL�2"CL, E BARS � 9
C BARS
� n � D BARS 2 CL. W
iqJ F BARS •�• �
2"CL, 3 � A BARS t �..�..
x � B BARS
= t
0 G BARS
a U.
tF
3 CL,
X/3(MIN.) BOTTOM SLAB
TYPICAL REINFORCEMENT' DETAILS
S
11+17.27 ST STA
C/L CB (W=14', H=2") CB MANHOLE FRAME
PER A.P.W.A. STD &COVER PER A.P.W.A.
PLAN 300-1 STD PLAN 312-1
CURB & I
GUTTER 5' 6' W=17' 6' 5'
S9 ,n
S� 6+
r----
InS�C� ' 9� Off' i i �j0 O o� • ,�O h0 '�
r-
S9 2
FS B
1
h�F FL-�- 4j°��_ FLOW
LOCAL
ho'Q,*
CURB OPENING CATCH BASIN REINFORCEMENT
V(tt.) t SIDE 8 END
WALL STEEL
MAX. cIn•i G BARS
4 6 *410"
8 8 4 G 6"
Iz to >r5 G s"
FOR Y)
2 c L.
> ( 2"CL.
G BARS 0 BARS
! CL, 0 BARS
GRATING CATCH BASIN REINFORCEMENT TYPICAL REINFORCEMENT DETAILS
NOTEt UNLESS OTHERWISE SPECIFIED REINFORCEMENT FOR CURB OPENING AND ORATING
CATCH BASINS SHALL TERMINATE 2 INCHES FROM FACE OF CONCRETE.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER �
PROMULGATED BY THE APwA-AGC STANDARD PLA)(
JOINT
L BAR 3 z 3/8 LR
L WELDED ON 6'-0' MAX.
6'-0' MAX. BOTTOM OF
THE RACK AS CONTOURS,
•�1,•STIFFENER, TYP.
BAR 3 x 318 BAR 3 x 3/8, TMP. NECESSARY 5
WELDED ON WHEN LR
I/ 444 IS 6'-0' OR
BOTTOM OF - TYP.
THE RACK AS GREATER
STIFFENER, I t I/2'0 x
Zl I I 7' EXIST, OR W
NE=CESSARY `gN• LONG BOLT PROP. HEAD- I/4
WHEN LR G / AND NUT, 5' TYP. m
15 6'-0. OR EMBEDMENT, WALL >
GREATER / TYP. -t- c o
/ >-
2'-6' MAX. C(SH.2) ? _ Wo
(TP.)
ABOUTT�CAL / `G �o
_ Bt _ �B �a
r V
- - u
w OUTLET
_j CONDUIT F•
SYMMETRICAL
(SH,2)f wo ABOUT t
_
_ 2'-6' MAX.
OUTLET tO-D • ?D(SH,2) (TYP.)
CONDUIT
r\ t I/2'0 x 7' LONG EXIST. OR
BOLT AND NUT, 5' � PROP, SLOPE
EXIST. OR PROP. 2•� � " EMBEDMENT, TMP.
AND BAR 3x 3/8. TMP.
WINGWALL ~
-- CASE B
C. I/2' m BOLT AND NUT, TMP. BAR 3x 3/8. TMP. PLAN
CASE A --
PLAN SEE SECT. C -C, SH.2.
_? ��`•'�' FOR
SEE SECT. C -C, DETAILS
SH,2.
=0R DETAILS SEE SECT. D-0,
iv i rT-
SH, 2, FOR
2 DETAILS
SEE 0-D. I
SH 25FOR.
( DETAILS
1/4
OUTLET
CONDUIT
`J
CONC. SUPPORT
CONDU T
CONC. SUPPORT SECTION B -B
DETAIL•F" 14
SECTION A -A TYP
DETAIL"F' EXIST. OR PROP,
(SH.2) HEADWAL�AND �rn
WINGWALL S
// \\ EXIST.,OR PROP.
HEADWALL 4•
\
I
r
B 1'
C
BARS
DBE
BARS
cooPERATrvE•COMMITTEE
CATCH BASIN REINFORCEMENT
309-0•..jouqT
1961
�
�
+
,11*4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
•
SHEET 1 OF 1
12' SEE PROJECT PLANS
2 c L.
> ( 2"CL.
G BARS 0 BARS
! CL, 0 BARS
GRATING CATCH BASIN REINFORCEMENT TYPICAL REINFORCEMENT DETAILS
NOTEt UNLESS OTHERWISE SPECIFIED REINFORCEMENT FOR CURB OPENING AND ORATING
CATCH BASINS SHALL TERMINATE 2 INCHES FROM FACE OF CONCRETE.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER �
PROMULGATED BY THE APwA-AGC STANDARD PLA)(
JOINT
L BAR 3 z 3/8 LR
L WELDED ON 6'-0' MAX.
6'-0' MAX. BOTTOM OF
THE RACK AS CONTOURS,
•�1,•STIFFENER, TYP.
BAR 3 x 318 BAR 3 x 3/8, TMP. NECESSARY 5
WELDED ON WHEN LR
I/ 444 IS 6'-0' OR
BOTTOM OF - TYP.
THE RACK AS GREATER
STIFFENER, I t I/2'0 x
Zl I I 7' EXIST, OR W
NE=CESSARY `gN• LONG BOLT PROP. HEAD- I/4
WHEN LR G / AND NUT, 5' TYP. m
15 6'-0. OR EMBEDMENT, WALL >
GREATER / TYP. -t- c o
/ >-
2'-6' MAX. C(SH.2) ? _ Wo
(TP.)
ABOUTT�CAL / `G �o
_ Bt _ �B �a
r V
- - u
w OUTLET
_j CONDUIT F•
SYMMETRICAL
(SH,2)f wo ABOUT t
_
_ 2'-6' MAX.
OUTLET tO-D • ?D(SH,2) (TYP.)
CONDUIT
r\ t I/2'0 x 7' LONG EXIST. OR
BOLT AND NUT, 5' � PROP, SLOPE
EXIST. OR PROP. 2•� � " EMBEDMENT, TMP.
AND BAR 3x 3/8. TMP.
WINGWALL ~
-- CASE B
C. I/2' m BOLT AND NUT, TMP. BAR 3x 3/8. TMP. PLAN
CASE A --
PLAN SEE SECT. C -C, SH.2.
_? ��`•'�' FOR
SEE SECT. C -C, DETAILS
SH,2.
=0R DETAILS SEE SECT. D-0,
iv i rT-
SH, 2, FOR
2 DETAILS
SEE 0-D. I
SH 25FOR.
( DETAILS
1/4
OUTLET
CONDUIT
`J
CONC. SUPPORT
CONDU T
CONC. SUPPORT SECTION B -B
DETAIL•F" 14
SECTION A -A TYP
DETAIL"F' EXIST. OR PROP,
(SH.2) HEADWAL�AND �rn
WINGWALL S
// \\ EXIST.,OR PROP.
HEADWALL 4•
\
I
r
B 1'
C
BARS
DBE
BARS
cooPERATrvE•COMMITTEE
CATCH BASIN REINFORCEMENT
309-0•..jouqT
1961
�
�
+
,11*4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
•
SHEET 1 OF 1
� STABILIZED / Ij pQk
I/4 SLOPE
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
PROMULGATED BYTHE APWA-AGC COOPERATIVE COMMITTEE MONOLITHIC CATCH BASIN CONNECTION 308-0
' USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
DETAIL T.
B 1'
C
BARS
DBE
BARS
B 1
C
BARS
DBE
BARS
�
�
+
•
42' 71/2
,
�
n'
�
s
15' 41/4
45' 7 3✓4
IS 41/2
48- e'
21' S"
51" 8 1/2
24' S 1/4
34' 9'
30' 6'
60' V.
=
33' 61/4
63' 10'
36' 6 1/27
66' 101/4
39' T'
69' 103/
72' II'
FOR B GREATER THAN 72' SEE PROJECT PLAN
DEPRESSION
2"
LOCAL DEPRESSION (CASE B)
NO SCALE
PLAN
CORNER CONNECTION
IGw
C BARS f ,94 A 16'
RS -2 ABOVE r! •- � • :• • .
LOW OPENING '• • •• ' • •. • , �•
• T •_�
A4(9IS' 1' 864OD
PLAN
SIDE CONNECTION
12'
SECTION A -A
12+18.00 ST STA
CB MANHOLE FRAME
& COVER PER A.P.W.A. PER A.P.W.A. STD
STD PLAN 312-1 PLAN 300-1
I CURB &
5' 6' W= 7' 6' 5' GUTTER
01b
��'�
S9 C',�• SE`S C�,n � �'`G� coG,`G
S9
V��A�J99��Oh0���C in
G�. S�
� S9 S9
FLOW �� �0�� 6� FLOW
-`�
O. LOCAL
145 �o,• DEPRESSION
DETAIL "D-1"
LOCAL DEPRESSION (CASE B)
NO
STRUCTURAL DATA
B 1'
C
BARS
DBE
BARS
B 1
C
BARS
DBE
BARS
�
�
+
•
42' 71/2
,
�
n'
�
s
15' 41/4
45' 7 3✓4
IS 41/2
48- e'
21' S"
51" 8 1/2
24' S 1/4
34' 9'
30' 6'
60' V.
=
33' 61/4
63' 10'
36' 6 1/27
66' 101/4
39' T'
69' 103/
72' II'
FOR B GREATER THAN 72' SEE PROJECT PLAN
CONC. I � DETAIL'E' I cl Nc. -' ,' • ' -
SUPPORT �
SUPPORT I (SH.2) �
- - -- _ BAR 3 x 3/8 '�►
3't REMOVABLE I' 3`t :E�.OVA.LE1' •
PORTION (TYP.). •- PORTION (TYPJ DETAIL " Fr (SH. I) •
DETAIL'E'�/. CASEA - CASE B APPLIES TO THE TOP AND BOTTOM
�i(SH.2) _ ELEVATION ELEVATION BARS OF THE REMOVABLE PORTION ONLY
LOS- ANG41�S-..000NTY DEPARTMENT OF PUBLIC -WORKS
LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WQRKS
TRASH RACK. (INCLINED) .FOR STORM - DRAIN STANDARD PLAN STANDARD PLAN
3089-0
SHEET 2 OF 2
CATCH BASIN CONNECTION.308-0'
• ..
SHEET 1 OF 2
TRASH RACK(INCLINED) FOR STORM DRAIN 3089--0
APPROVED- ��
-AMERICAN PUBLIC WORKS ASSOCIATION:- SOUTHERN CALIFORNIA •CHAPTER •STANDARD PLAN+'
•MONOLITHIC
SCALE
NOTES:
1. REINFORCING STEEL SHALL BE 1-1/2 INCHES CLEAR FROM _FACE OF CONCRETE UNLESS OTHER-
WISE SHOWN.
2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL BE CUT AT CENTER OF OPENING
AND BENT INTO WALLS OF MONOLITHIC CATCH BASIN CONNECTION. REINFORCING STEEL FOR .
OUTSIDE FACE OF CATCH BASIN SHALL BE CUT 2•INCHES CLEAR OF OPENING.
3. CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH BASIN. THE ROUNDED EDGE OF OUTLET
SHALL BE CONSTRUCTED BY PLACING CONCRETE WITH THE SAME CUSS OF CONCRETE AS THE
CATCH BASIN AGAINST A CURVED FORM WITH A RADIUS OF 3 INCHES '
4. CONNECTIONS SHALL BE CONSTRUCTED WHEN: •• - - .
(A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN. .._
(B) ANGLE A FOR PIPES THROUGH 30 INCHES IN DIAMETER• IS LESS THAN 70 DEGREES OR
GREATER THAN 110 DEGREES.
NOTES
I. MAXIMUh! SIZE OF OUTLET TO BE USED WITH THIS RACK IS 48'
PIPE OR 48' WIDE RCB. MAXIMUM LENGTH OF RACK LR IS 10'-0'.
2. LR CAN BE ADJUSTED SO THAT THE SLOPE OF THE RACK IS
APPROXIMATELY 2 HORIZONTAL TO I VERTICAL.
3. THE CONCRETE SUPPORT IS NOT NECESSARY IF EXISTING OR
PROPOSED INLET STRUCTURE HASUJI ADEQUATE SUPPORT CUTOFF
WALL. IT DOES NOT ELIMINATE THE NEED FOR A CUTOFF WALL BUT
CAN BE INTEGRATED WITH ONE WHEN REQUIRED AT A PARTICULAR
INSTALLATION.
4. GALVANIZE ALL EXPOSED FERROUS PARTS AFTER FABRICATION.
5. IF FIELD WELDS ARE NECESSARY, USE GALVICON, GALVALLOY OR
DEPARTMENT APPROVED EQUAL FOR COATING.
6. ALL BOLTS SHALL BE I/2' IN DIAMETER AND 7' IN LENGTH. ON_
REMOVABLE PORTION OF THE RACK, USE 300 SERIES STAINLESS
STEEL BOLTS AND NUTS. WHERE HEADWALL AND WINGWALL ARE
EXISTING, HILTI KWIK-BOLT OR EQUIVALENT CAN BE USED.
F ESSlO�
cc No. C52:312
�'
:fl
12 31 9 g
ATF ! V 1
�+
CAL
fro
Q RECORD DRAWING
THE INFORMATION ON THIS DRAIMNG IS OBTAINED FRC
OTHERS AND MUST BE VERIFIED IN THE ' FIELD
ANYONE PRIOR TO USE OR CONSTRUCTIC
CWU�. TANT IS NOT RESPONSIgLE POR 11NQEKGROU
F/ACkk..lTY LOCAL"IONS. OR DEPICTIONS ALL A39
GROUND FACILITIES CAN EE READILY SEEN AND VEr i1=1�
PY THE P^ RTI�,S YHAT iNlTFlvn TO t .j
.:;c SAME
R T �0 ��•
Pt4.7.6229 ray
!.I I
' Fxp. X31/'9$ ,
091
- ; (RECTOR OF PUBLIC WORKS DATE -SHEET I OF'SHEET 2 OF
SUPERSEDES -FLOOD STD, DWG. -140. 2 -OTR 1.1-.2
CITY OF FONTANA, CALIFORNIA
moor i& r�man Inc DRAWN BY � SCALE: co • STORM DRAIN IMPROVEMENT PLANS N�-
� KDL
mr A Civil Enogineering Planning • Surveying •Public Works DESIGNED B AS SHOWN �o
13821 Newport Ave,, Suite 200 m Tustin, CA 92680-7803 714/544-3404 SS DETAIL SHEET �bm
CHECKED BY IM
TRACT N0. 142742 14274-1 & 14274-2 DATE:
z ' ReGOR� DRAuvtNc, �� 26 9� PREPARED UNDER THE SUPERVISION OF. rn�
8.a�-9 -4�u JOB N0. APPROVED: ,T'�/• 31" DR. N0. SHT. N0.
REVISIONS ENGR S. DATE CITY DATE C. HOCA IR C.E. 262?_9 DATE: 4439-000 �-<< CITY ENGINEER, R.C.E. 25126 DATE 5 OF � I
APPROVAL APPROVAL 0
V+
EXIST. OR PROP, BAR 3 x 3/8
HEADWALL OR
WINGWALL t I/2' � BOLT AND
NUT AND CONC. SUPPORT
•�~•• I I/2'
3/8' ROUNDED CUTOFF
�- BAR 3 x 3/8 TYP 1/4 POINT
N
_ I I/2' BAR 3 x 3/8 7-
-717777--
-717T7T
I
N
93 0 24' Q
I/4 TYP, 12' MIN. •4, A.S., 3'
MIN. COVER
SECTION C -C (SH. I) SECTION D -D (SH. I)
IL STAINLESS STEEL t BOLT &NUT
1/2• � x 7' HILTI BAR 3 x 3/8,
KWIK-BOLT OR 6'OC (TMP.) TYP.
EQUIVALENT 6'OC (TMP.)
3' I/4
3' TMP.
3/8- PROVIDE SLOTTED
BAR 3 x 3/8, t CONCRETE HOLE. SEE
TMP. � (TMP.) SUPPORT (TYp) DETAIL 'F'
-4•I I' (TYP.) _ a
1/4 TMP. ? oy
M ~
BAR 3 x 3/8, oz
TMP.
'�- 3o
21
4' 1' (TYP.)
CONC. SUPPORT, gAR 3 x 3/8
REMOVABLE TMP.
CONC. SUPPORT, SEE SECTION D -D PORTION
SEE SECTION D -D
ELEVATION PLAN
DETAIL 'E' (
SHEET 2 OF 2
CATCH BASIN CONNECTION.308-0'
• ..
NOTES
I. MAXIMUh! SIZE OF OUTLET TO BE USED WITH THIS RACK IS 48'
PIPE OR 48' WIDE RCB. MAXIMUM LENGTH OF RACK LR IS 10'-0'.
2. LR CAN BE ADJUSTED SO THAT THE SLOPE OF THE RACK IS
APPROXIMATELY 2 HORIZONTAL TO I VERTICAL.
3. THE CONCRETE SUPPORT IS NOT NECESSARY IF EXISTING OR
PROPOSED INLET STRUCTURE HASUJI ADEQUATE SUPPORT CUTOFF
WALL. IT DOES NOT ELIMINATE THE NEED FOR A CUTOFF WALL BUT
CAN BE INTEGRATED WITH ONE WHEN REQUIRED AT A PARTICULAR
INSTALLATION.
4. GALVANIZE ALL EXPOSED FERROUS PARTS AFTER FABRICATION.
5. IF FIELD WELDS ARE NECESSARY, USE GALVICON, GALVALLOY OR
DEPARTMENT APPROVED EQUAL FOR COATING.
6. ALL BOLTS SHALL BE I/2' IN DIAMETER AND 7' IN LENGTH. ON_
REMOVABLE PORTION OF THE RACK, USE 300 SERIES STAINLESS
STEEL BOLTS AND NUTS. WHERE HEADWALL AND WINGWALL ARE
EXISTING, HILTI KWIK-BOLT OR EQUIVALENT CAN BE USED.
F ESSlO�
cc No. C52:312
�'
:fl
12 31 9 g
ATF ! V 1
�+
CAL
fro
Q RECORD DRAWING
THE INFORMATION ON THIS DRAIMNG IS OBTAINED FRC
OTHERS AND MUST BE VERIFIED IN THE ' FIELD
ANYONE PRIOR TO USE OR CONSTRUCTIC
CWU�. TANT IS NOT RESPONSIgLE POR 11NQEKGROU
F/ACkk..lTY LOCAL"IONS. OR DEPICTIONS ALL A39
GROUND FACILITIES CAN EE READILY SEEN AND VEr i1=1�
PY THE P^ RTI�,S YHAT iNlTFlvn TO t .j
.:;c SAME
R T �0 ��•
Pt4.7.6229 ray
!.I I
' Fxp. X31/'9$ ,
091
- ; (RECTOR OF PUBLIC WORKS DATE -SHEET I OF'SHEET 2 OF
SUPERSEDES -FLOOD STD, DWG. -140. 2 -OTR 1.1-.2
CITY OF FONTANA, CALIFORNIA
moor i& r�man Inc DRAWN BY � SCALE: co • STORM DRAIN IMPROVEMENT PLANS N�-
� KDL
mr A Civil Enogineering Planning • Surveying •Public Works DESIGNED B AS SHOWN �o
13821 Newport Ave,, Suite 200 m Tustin, CA 92680-7803 714/544-3404 SS DETAIL SHEET �bm
CHECKED BY IM
TRACT N0. 142742 14274-1 & 14274-2 DATE:
z ' ReGOR� DRAuvtNc, �� 26 9� PREPARED UNDER THE SUPERVISION OF. rn�
8.a�-9 -4�u JOB N0. APPROVED: ,T'�/• 31" DR. N0. SHT. N0.
REVISIONS ENGR S. DATE CITY DATE C. HOCA IR C.E. 262?_9 DATE: 4439-000 �-<< CITY ENGINEER, R.C.E. 25126 DATE 5 OF � I
APPROVAL APPROVAL 0
V+
EXIST. OR PROP, BAR 3 x 3/8
HEADWALL OR
WINGWALL t I/2' � BOLT AND
NUT AND CONC. SUPPORT
•�~•• I I/2'
3/8' ROUNDED CUTOFF
�- BAR 3 x 3/8 TYP 1/4 POINT
N
_ I I/2' BAR 3 x 3/8 7-
-717777--
-717T7T
I
N
93 0 24' Q
I/4 TYP, 12' MIN. •4, A.S., 3'
MIN. COVER
SECTION C -C (SH. I) SECTION D -D (SH. I)
IL STAINLESS STEEL t BOLT &NUT
1/2• � x 7' HILTI BAR 3 x 3/8,
KWIK-BOLT OR 6'OC (TMP.) TYP.
EQUIVALENT 6'OC (TMP.)
3' I/4
3' TMP.
3/8- PROVIDE SLOTTED
BAR 3 x 3/8, t CONCRETE HOLE. SEE
TMP. � (TMP.) SUPPORT (TYp) DETAIL 'F'
-4•I I' (TYP.) _ a
1/4 TMP. ? oy
M ~
BAR 3 x 3/8, oz
TMP.
'�- 3o
21
4' 1' (TYP.)
CONC. SUPPORT, gAR 3 x 3/8
REMOVABLE TMP.
CONC. SUPPORT, SEE SECTION D -D PORTION
SEE SECTION D -D
ELEVATION PLAN
DETAIL 'E' (
v