HomeMy WebLinkAbout2468-6.*.
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C MRS
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6ECTIONA—A
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STRUCTURAL. DATA
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C
BARS
I BELOW OPENING
'
Ir MIN.
w
42" ?/27
45" 7 V4
48" G"
51" 8'/
54" f' 1,
57" 19
w
• 60" 9 '
63" lo'l •
"' 10 / 41
i!" 10
72" 1 11"1
G
SARs
15" 41/41
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C MRS
A4 IG' t •4112'
6ECTIONA—A
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STRUCTURAL. DATA
O t
C
BARS
D&E C
BARS G * BARs
Dike
BAR!
12 " 4"
w
42" ?/27
45" 7 V4
48" G"
51" 8'/
54" f' 1,
57" 19
w
• 60" 9 '
63" lo'l •
"' 10 / 41
i!" 10
72" 1 11"1
G
SARs
15" 41/41
IS" 4'/
21" 5-
24" 1 5 1/4
27" S I
30" 1 i"
33" 6'/4
36"
39" 7"
3.5'
FOR G NEATER THAN 72' SEE PIIOXCT PLAN
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 CLASS 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.
AMERICAN PUBLIC WORKS ASSOCIATION — SOUTHERN CALIFORNIA CHAPTER
MAX.
V
t
STANDARD PLAN
JOINT TED � co �mE
MONOLITHIC CATCH BASIN CONNECTION
308-0
F
BARE
G
SARs
e
LSE WRi1 STANDARD WE NOW FOR PUOLIC WORRCS CONSTRUCTION
12
lIIEET OF:
FACE PLATE A$$EMOLT
TOP $LAO REH/:OMCtMEMT
(SEE CATCH BASIN STANDARD PLAN"
I @A"
C BAR$ :1
A s 6 OAR$ "CL.
30.
A ..
w / SAM$
I J l
=•8'L. !� r A BAMS
1 34 � 1L 8 OAR$
IlAft
for
X/3tMIN. BOTTOM SLAB
TYPICAL REINFORCEMENT DETAIL9i
MAX.
W
MAX.
V
t
A T S
tF BARS
C
BARS
D
SAKE
E
BARS
F
BARE
G
SARs
e
#4 C 6"
12
10
#5 Ca 6"
FOR V > 12' SEE PROJECT PLANS
INSTALLATION LOCKING
3.5'
12'
8"
8., ,4 i? /8"
DEVICE
*41AG 0"
—
r
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" INSTALL
04•
7'
12'
8.,
8" 18"-
r
1 / `,
14'
4'
6
6" —
#4(a 12"
#4((1 18"
—
—
—
i
14'
V
6"
8" 1
#46,,12"
#t4(u 18"
—
—
—
i
14'
12'
r
10-1
#14 M 6"
#t4 w 18"
—
—
—
28'
28'
4'
3'
6..
6..
6,. #4(u 24"
G., #14 ((-124"
—
—
—
—
—
—
#4(a 18"
#4((t 18"
—
—
28'
6'
6"
8" 1 #14 r(, 18"
—
—
—
#14 (i, 18"
—
28'
7'
8"
8" 1 #14 61 17"
—
—
—
#461 18"
—
28'
$'
8"
8" #4 (i, 13"
—
—
—
#4(11 18"
—
28'
$'
B"
10" #4((-1 15"
—
—
—
#4 r 18"
—
28'
10'
8"
10" #14 (i, 12"
—
—
—
#14 rR 18"
—
28'
11'
8"
10" #56115"
—
—
#401 10"
#14 rii 18"
#4,,(-t 18"
28'
12'
1 8"
10" 1 #16 cu 18"
—
—
#40, g"
#40, 18"
FOR W>28', V > 12' OR 8>4' SEE PROJECT PLANS
CURB OPENING CATCH BASIN REINFORCEMENT
VOL)
t
(in.)
SIDE AND END
WALL STEEL
MAX.
G BARS
4
6
#4 C 10-
a
e
#4 C 6"
12
10
#5 Ca 6"
FOR V > 12' SEE PROJECT PLANS
r.
S BAR!
all CL. OAR$
GRATING CATCH BASIN REINFORCEMENT TYPICAL REINFORCEMENT DETAILS
NOTE: UNLESS OTHERWISE SPECIFIED REINFORCEMENT FOR CURB OPENING AND GRATING
CATCH BASINS SHALL TERMINATE 2 INCHES FROM FACE OF CONCRETE.
AMERICAN PUBLIC WORKS ASSOCIATION — SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE APWA-AOC
JOINT COOPERATIVE COMMITTEE
CATCH BASIN
STANDARD PLAN
XMIT L�"'�°A 11E "MINTM
.TONT COOPERATIVE coIIMnTEE
CATCH BASIN REINFORCEMENT
309-0
ITN/
AGENCY DESIGNATEDINSCRIPT
SHEET 1 OF 2
LME WITH VMDARD SPECNgCATIONS FOR PUBLIC WORKS CONSTRUCTIOII
O11lET 1 O!< 1
%" OM. P" HOLE
DRILL AND TAP HOLE AND WSTAII G': X I'/." STANNLESS
STEEL SOCKET SET SCREW WITH %" RECESSED HEX
THOLE. ALL THREADS TO BE N.C.
r X 1" DIAMOND MAT
PROMULGATED BY THE APWA-AOC
JOINT COOPERATIVE COMMITTEE
CATCH BASIN
• ,
R!
MANHOLE FRAME AND COVER
'ti" DEEP
USE WITH STANDARD SPECIFICATIONS F R PUBLIC WORKS CONSTRUCTION
AGENCY DESIGNATEDINSCRIPT
SHEET 1 OF 2
1
ALL
INSTALLATION LOCKING
LETTERS I" HIGH
•
DEVICE
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" INSTALL
04•
LOCKING
DEVICE
LOCKING DEVICE
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—
PLAN
o .
2V/,o- OUTSIDE DIA. OF COVER
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DETAIL "O"
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DETAIL "C"
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'• I 22" DIA.
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• ' • ' CLEAR OPENING
1 '%"
1.16" R 2" �
4
p
<
V
•
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:2" OK. CLEAR OPENING
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i
SECTION A -A
1
4
® . O A
�
r
,�-----;� —�—
- —r--,
DETAIL "B"
FINISHED SL
VinmE WHERE
AID JOINS AIM — -
OUTLINE WHERE i
RIBS JOIN �—
SAME ANGLE
I '�." • 7 THROUGHOUT
GAP IN RIM OF COVER OPPOSITE PICK HOLE ' " %"
BOTTOM OF MANHOLE COVER DETAIL "C"
NciTE s _ '
1. THE CAST IRON USED SHALL CONFORM WITH ASTM A46 CUSS M.
2. THE FRAME AND COVER SHALL BE COATED WITH ASPHALTUM OR BITUMINOUS PAINT AFTER
TESTING AND INSPECTION.
3. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON THE BOTTOM OF TME COVER
AND ON THE INSIDE OF THE FRAME.
4. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN MARKING IN COMPLIANCE
WITH FEDERAL REGULATIONS.
S. WEIGHT OF FRAME SHALL BE 30 POUNDS. WEIGHT OF COVER SMALL BE 85 POUNDS. ACTUAL
WEIGHTS SHALL BE WITHIN A RANGE OF 95% TO 110%.
6. THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER PRIOR TO SHIPMENT
TO THE JOB SITE. ACCEPTANCE WILL BE INDICATED BY THE AGENCY'S MARK.
T. THE PROOF -LOAD FOR TEST METHOD B OF THE STANDARD SPECIFICATIONS IS 28,600 POUNDS.
AMERICAN PUBLIC WORKS ASSOCIATION — SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE APWA-AOC
JOINT COOPERATIVE COMMITTEE
CATCH BASIN
STANDARD PUN
312-0
1954
MANHOLE FRAME AND COVER
USE WITH STANDARD SPECIFICATIONS F R PUBLIC WORKS CONSTRUCTION
SHEET 1 OF 2