HomeMy WebLinkAbout2646-5A 6-2x258"STEEL RODS. I NUT AND STANDARD
WASHER ON EACH ENO SO THAT SPACES
-1�
ALL 4
CORNERS
- .,.
2 x 8" BOLTS WITH NUTS
-lei ...
A P_ SECTION A -A
418
40 e • 6 ��-
I
I II 14• �nir 13 4 (TYP) --
LtR
3 INTERIOR SPACERS END SPACERS STANDARD 1/2" PIPE
Mtv 20- 2"x 32'x 40" BARS INTERIOR SPACERS
SECTION B -B
C I
� 8
3• f.Ig
4
if
O 'I
I 11" 16"R N'
11 •-1 fn
-1N
__1_
C PLAN --�-
BOLTS 2" "
2 R (TYP)
(TYP) END SPACERS
O
v Nr
11 - M 5 x 18.9
-1�
N
r - L _I
ELEVATION
CENTER SUPPORT ASSEMBLY SECTION C -C
NOTES:
1.NALL PARTS SHALL BE STEEL, EXCEPT THAT END SPACERS MAY BE CAST IRON.
2. ALL PARTS SHALL BE GALVANIZED AFTER FABRICATION, EXCEPT THAT GRATINGS SHALL BE AS-
SEMBLED AFTER COMPONENT PARTS ARE GALVANIZED.
3. ALL DIMENSIONS ARE FINISHED DIMENSIONS AND INCLUDE GALVANIZING.
4. ALL BOLT HOLES SHALL BE 5/8 -"INCH DIAMETER.
5. ALL THREADS SHALL BE NATIONAL COARSE SERIES (NC).
6. CENTER SUPPORT ASSEMBLY REQUIRED WHEN TWO OR MORE GRATINGS ARE SPECIFIED ON PLANS.
L = 64 INCHES FOR CURB OPENING CATCH BASIN WITH GRATINGS) AND DEBRIS SKIMMER (STAN-
DARD PLAN 301).
L = 44 INCHES FOR CURB OPENING CATCH BASIN WITH GRATING(S) (STANDARD PLAN 302).
L = 36 INCHES FOR CURBSIDE GRATING CATCH BASIN (STANDARD PLAN 303).
L = 36 INCHES FOR GRATING CATCH BASIN - ALLEY (LONGITUDINAL) (STANDARD PLAN 304).
12"
7
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE APWA-AGC
FRAME AND GRATING FOR
I
JOINT COOPERATIVE COMMITTEE
CATCH BASINS
630-1
wll w ■ ��
SHEET 1 OF.
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
FRAME AND GRATING \
SHEET 1 OF 1
10"
REQUIRED
3--4
■ ■
6"
me ■ ��
_
=I . ■ ��
3-4
8'
�� ■ ■ 1=1 A
REQUIRED
` R (TYP.)
-1
4
6"
a �I
ALL 4
CORNERS
- .,.
2 x 8" BOLTS WITH NUTS
-lei ...
A P_ SECTION A -A
418
40 e • 6 ��-
I
I II 14• �nir 13 4 (TYP) --
LtR
3 INTERIOR SPACERS END SPACERS STANDARD 1/2" PIPE
Mtv 20- 2"x 32'x 40" BARS INTERIOR SPACERS
SECTION B -B
C I
� 8
3• f.Ig
4
if
O 'I
I 11" 16"R N'
11 •-1 fn
-1N
__1_
C PLAN --�-
BOLTS 2" "
2 R (TYP)
(TYP) END SPACERS
O
v Nr
11 - M 5 x 18.9
-1�
N
r - L _I
ELEVATION
CENTER SUPPORT ASSEMBLY SECTION C -C
NOTES:
1.NALL PARTS SHALL BE STEEL, EXCEPT THAT END SPACERS MAY BE CAST IRON.
2. ALL PARTS SHALL BE GALVANIZED AFTER FABRICATION, EXCEPT THAT GRATINGS SHALL BE AS-
SEMBLED AFTER COMPONENT PARTS ARE GALVANIZED.
3. ALL DIMENSIONS ARE FINISHED DIMENSIONS AND INCLUDE GALVANIZING.
4. ALL BOLT HOLES SHALL BE 5/8 -"INCH DIAMETER.
5. ALL THREADS SHALL BE NATIONAL COARSE SERIES (NC).
6. CENTER SUPPORT ASSEMBLY REQUIRED WHEN TWO OR MORE GRATINGS ARE SPECIFIED ON PLANS.
L = 64 INCHES FOR CURB OPENING CATCH BASIN WITH GRATINGS) AND DEBRIS SKIMMER (STAN-
DARD PLAN 301).
L = 44 INCHES FOR CURB OPENING CATCH BASIN WITH GRATING(S) (STANDARD PLAN 302).
L = 36 INCHES FOR CURBSIDE GRATING CATCH BASIN (STANDARD PLAN 303).
L = 36 INCHES FOR GRATING CATCH BASIN - ALLEY (LONGITUDINAL) (STANDARD PLAN 304).
12"
7
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE APWA-AGC
FRAME AND GRATING FOR
STANDARD PLAN
311-1
JOINT COOPERATIVE COMMITTEE
CATCH BASINS
630-1
1984
REV. 1993
SHEET 1 OF.
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
3• TYP. \
7 1/2• TYP.- �.- (---
COVER FOR 24" CLEAR OPENING FRAME BOTTOM PLAN OF COVER
3
SYMMETRICAL ABOUT
- - R-13 9/16"
16/32"-- I1 19/32" TYP. •
3/Id R J Q p �y"
_ " " I/21" , 3I16" ( 1/19" 19/32
Ty_v_1_1 1A I � � I-=
11/2"
5/32'
3/4" 3/4` 3/4"
1 I 1/2 RAD. FILLETS,TYP.
SECTION A -A
---- -- -.. 27 3/8* - - -
IN
4 LOW
4 V4 " I Z4`
_A I-- --- --
---__32 "
SECTION THRU FRAME
DETAIL OF FRAME
NOTES:
1. THE CAST IRON USED SHALL CONFORM WITH ASTM A-48 CLASS 35B.
2, THE FRAME AND COVER SHALL BE COATED WITH ASPHALTUM OR BITUMINOUS PAINT AFTER
TESTING AND INSPECTION.
3. COVERS SHALL BE CAST WITH THE LETTER "D" FOR STORM DRAINS AND "S" FOR SEWERS AND THE
AGENCY'S IDENTIFICATION IN ACCORDANCE WITH INSTRUCTIONS FURNISHED BY THE AGENCY. THE
LETTER "D" OR "S" SHALL BE APPROXIMATELY 21/2 INCHES HIGH WITH 1/2 -INCH LINE WIDTH AND
PLACED IN THE CENTER OF THE COVER. ALL LETTERS SHALL BE FLUSH WITH THE FINISHED
SURFACE OF THE COVER.
4. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON THE BOTTOM OF THE COVER
AND ON THE INSIDE OF THE FRAME.
5. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN MARKING IN COMPLIANCE
WITH FEDERAL REGULATIONS.
6. WEIGHT OF FRAME SHALL BE 260 POUNDS. WEIGHT OF COVER SHALL BE 175 POUNDS. ACTUAL
WEIGHTS SHALL BE WITHIN A RANGE OF 95% TO 110%.
7. 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.
8. THE PROOF -LOAD FOR TEST METHOD B OF THE STANDARD SPECIFICATIONS IS 40,700 POUNDS.
9. COVERS FOR MANHOLES LOCATED IN EASEMENTS, ALLEYS, PARKWAYS AND ALL OTHER PLACES
EXCEPT PAVED STREETS SHALL BE PROVIDED WITH SOCKET SET SCREW LOCKING DEVICES. DRILL
AND TAP TWO HOLES TO A DEPTH OF ONE INCH AT 90 DEGREES TO PICK HOLE AND INSTALL 3/4 -INCH
X 3/4 -INCH STAINLESS STEEL SOCKET SET SCREWS WITH 3/8 -INCH RECESSED HEX HEAD. ALL
THREADS SHALL BE N.C.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
NO. OF
GRATES
MAX.
V
STANDARD PLAN
PROMULGATED BY THE APWA-AGC
JOINT COOPERATIVE COMMITTEE
24 -INCH MANHOLE FRAME AND COVER
630-1
1984
DEPRESSED
/ DRIVEWAY CURB
1-2 8' 8"
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
FRAME AND GRATING \
SHEET 1 OF 1
OPTIONAL SUBGRADE /T J
4" MIN. _
SECTION A -A 12"'
q
(C
LOCATION
TI
. I
STRUCTURAL DATA
WALL AND SLAB DIMENSIONS
AND REINFORCEMENT REQUIREMENTS
NO. OF
GRATES
MAX.
V
t
CURB
1-2
CURB FACE + H
6"
DEPRESSED
/ DRIVEWAY CURB
1-2 8' 8"
STREET, GUTTER, OR
FRAME AND GRATING \
,.
10"
REQUIRED
3--4
OL DEPRESSIONSURF
6"
REQUIRED
3-4 1 7' 8"_NOT
3-4
8'
8"
REQUIRED
` R (TYP.)
5--6
4
6"
NOT REQUIRED
-� -
5--6
4CE
8"
1 REQUIRED
5---6 12' 8"
> 6 4' 1 6"
>6 8' 1 8"
>6 1 12' 1 10"
12'
T-
4'
18' MAXIMUM
•
24- 6' •4 WIRE
HOOPS
D BARS 2" CL.
4_ 0187'
SEE RING SECTION
i•II�
T
FOR JOINT DETAILS
E BARS -2 ABOVE 8
-�.•
CENTER SUPPORT FOR`
MULTIPLE GRATES
P
c'S
2 BELOW OPENING
>
-s -
6'
N
�-
M4 18"
A.
---�' m2 TIE BARS, `
•
6"
1 8"
2� _ I "
'
0
15/16'
t
- C BARS
A4(818" t
04 IT 12-
2"SECTION
t
SECTION
A -A
VARIABLE LENGTH PRECAST CONCRETE
L ?-
8"
8"
CONNECTOR PIPE
- 4(e134
#4@18
tF LL
PLAIN CONCRETE. 4' MIN. THICKNESS
1 9'
OR MONOLITHIC
36' DIA.
3" R
- 1$~
MINIMUM
4 Q t r
CATCH BASIN
�• .
) STEPS
10"
36' SPECIAL MH RCP WITH
•'3"CL.
CONNECTION
"40 t 13"
- -/
11'
8"
`��-
WOOD MINIMUM
- #4@10"
#4@18" 1
X/3(MIN.) BOTTOM SLAB
ANY STANDARD
36'
TYPICAL REINFORCEMENT DETAILS
10"
PIPE END
DIA.
OPTIONAL ROUGHENED
CONSTRUCTION JOINT (TYP )
OPTIONAL SUBGRADE /T J
4" MIN. _
SECTION A -A 12"'
q
(C
LOCATION
TI
. I
STRUCTURAL DATA
WALL AND SLAB DIMENSIONS
AND REINFORCEMENT REQUIREMENTS
NO. OF
GRATES
MAX.
V
t
REINFORCEMENT
FOR
WALLS AND SLABS
1-2
4'
6"
NOT REQUIRED
1-2 8' 8"
1-2 10' 10"
1-2
12'
10"
REQUIRED
3--4
4'
6"
REQUIRED
3-4 1 7' 8"_NOT
3-4
8'
8"
REQUIRED
3-4 12' 10"
5--6
4
6"
NOT REQUIRED
5-6 6' 8"
5--6
8'
8"
1 REQUIRED
5---6 12' 8"
> 6 4' 1 6"
>6 8' 1 8"
>6 1 12' 1 10"
1
IE
CENTER �-
SUPPORT FOR
MULTIPLE GRATES _,I-
1
I
I
I
I
rL+ _
STEPS
FLOW LINE
PLAN
_r
NO
1. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE GRADE, COLOR, FINISH, AND
SCORING TO EXISTING OR PROPOSED CURB 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. ONE GRATING IS REQUIRED UNLESS OTHERWISE SHOWN ON THE PROJECT PLANS.
5. DIMENSIONS:
V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE
CATCH BASIN AT THE OUTLET = 4.5 FEET.
V, = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UP-
STREAM 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.
THE TOP OF THE CURB AND THE INVERT AT THE
Vu = THE DIFFERENCE IN ELEVATION BETWEEN
INLET. NOTED ON THE PROJECT PLANS.
H = NOTED ON THE PROJECT PLANS.
W = 2 FEET 11-3/8 INCHES FOR ONE GRATING; ADD 3 FEET 5-3/8 INCHES FOR EACH ADDITIONAL
GRATING.
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.
6. 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.
7. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS,
THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM GRATING. STEPS SHALL BE
SPACED 12 INCHES APART. THE TOP STEP SHALL BE 7 INCHES BELOW THE TOP OF THE GRATING
AND PROJECT 2-1/2 INCHES. ALL OTHER STEPS SHALL PROJECT 5 INCHES.
8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
308 MONOLITHIC CATCH BASIN CONNECTION
309 CATCH BASIN REINFORCEMENT
311 FRAME AND GRATING FOR CATCH BASINS
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
-
C
BARS
STANDARD PLAN
PROMBY AGC
CURBSIDE GRATING CATCH BASIN
303-1
COMMAPWAITTEE
JOINT COOPERATIVE COMMITTEE
JOINT COOPERATIVED
x4 p 18"
L
1984
REV. 1992
REV. 1992
SHEET 1 OF t
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
0 + E TYP,
_ SYMMETRICAL _
ABOUT E (TYP.)
t
PL H
3/4"; (TYP.)
Z
PLAN
N
TYPE 1 A
}
IrY ~
L�
A
SIDE ELEVATION
P-
TYPE 2 ''��2•►
A♦
Z
=
A
SIDE ELEVATION
P-
TYPE 3 A
N � -�
L�
A
SIDE ELEVATION
W
-7
SECTION A -A
fT
INSTALLATION DETAIL
DIMENSIONS UNLESS OTHERWISE NOTED
ON DRAWINGS OR STANDARD PLANS FOR
SPECIFIC STRUCTURES:
D = 7"
E=6" OR T-1" WHICHEVER IS LESS,
MINIMUM E=3"
S =12" MAXIMUM, EVENLY SPACED
EXCEPT S=16" MAXIMUM FOR
MANHOLES AND UNDERGROUND VAULTS
W =16" MINIMUM
EXCEPT W =14" MINIMUM FOR
MANHOLES AND UNDERGROUND VAULTS
NOTES:
1. UNLESS OTHERWISE SPECIFIED OR NOTED, STEP MAY BE ANY TYPE SHOWN.
2. STEPS SHALL BE STEEL CONFORMING TO ASTM A307 AND SHALL BE GALVANIZED AFTER
FABRICATION. IF STAINLESS STEEL STEPS ARE SPECIFIED OR CALLED FOR ON PLANS, THE
MATERIAL SHALL CONFORM TO ASTM A276, 300 SERIES.
3. BOTTOM STEP SHALL BE MAXIMUM OF 2 FEET ABOVE FLOOR OR SHELF.
4. TYPES 1 AND 2 STEPS MAY BE CAST IN PLACE OR PLACED IN THE CENTER OF 11/2' MINIMUM
DIAMETER DRILLED OR FORMED HOLES AND SET WITH HIGH-STRENGTH (6,000 PSI MIN.),
NON -SHRINK GROUT. TYPE 3 STEP SHALL BE CAST IN PLACE.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
-
C
BARS
STANDARD PLAN
PROMULGATED BY THE APWA-AGC
JOINT COOPERATIVE COMMITTEE
STEEL STEP
635-1
1984
x4 p 18"
L
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
REV. 1992
SHEET 1 OF 1
E BARS- 2 ABOVE 8
B t
C
BARS
2 BELOW OPENING
B t
C
BARS
' 12" MIN.
C BARS t
x4 p 18"
L
42" 71
,
R
- 3'R
1'S" 4 1/4
43" 7 3/;
18" 4`1/2
4`8" 8"
21 " S"
J 1 " s (/2
A
54' 9"
27" 51/
"
30" 6"
33" 6 1/4
12"
39 T"
R = 2' -:/co
T2" I 1 "
FOR 8 GREATER THAN 72" SEE PROJECT PLAN
= 2'
4�
8'
MIN.
4-2 1/2' RINGS
'"-
1
- 4e 18j
C BARS
OR EQUIVALENT
12'
T-
4'
18' MAXIMUM
•
24- 6' •4 WIRE
HOOPS
D BARS 2" CL.
4_ 0187'
SEE RING SECTION
DIA.
Z
�.
FOR JOINT DETAILS
E BARS -2 ABOVE 8
`~
.'
�-5- t MSN
2 BELOW OPENING
J
2"CL, 3
-s -
6'
N
�-
M4 18"
A.
---�' m2 TIE BARS, `
•
6"
1 8"
4 REQUIRED N5-
'
0
15/16'
ECCENTRIC PRECAST
- C BARS
A4(818" t
04 IT 12-
2"SECTION
- CONCRETE CONE
SECTION
A -A
P_
CORNER CONNECTION
., D BARS- 2 ABOVE 8
�oQQt�, 2 BELOW OPENING
y
A [_61N.
.,
12" 3" R
A
k`�gi-.
C BARS
xf A
STRUCTURAL DATA
B t
C
BARS
DINE
BARS
B t
C
BARS
DINE
BARS
12" 4" 1
t°
R
s
42" 71
,
R
■
1'S" 4 1/4
43" 7 3/;
18" 4`1/2
4`8" 8"
21 " S"
J 1 " s (/2
24" 51/4
54' 9"
27" 51/
57" 91/4
60" 91/2in
63"' 10"
66" 10 /4
69" 103/"
30" 6"
33" 6 1/4
36" 6 1/ "
39 T"
R = 2' -:/co
T2" I 1 "
FOR 8 GREATER THAN 72" SEE PROJECT PLAN
ti
PLAN
SIDE CONNECTION
NOTES:
1. REINFORCING STEEL SHALL BE 1-112 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
-
FINISHED GRADE OR
STANDARD PLAN
PROMULGATED BY THE APWA-AGC
MONOLITHIC CATCH BASIN CONNECTION
308-0
JOINT COOPERATIVE CO MMRTEE
MANHOLE FRAME
8'
1884
AND COVER PER
SHEET 1 OF 1
USE WITH STANDARD SPECIFICATHM FOR PUBLK: WORKS CONSTRUCTION
VERTICAL SECTION
OF REINFORCED CONCRETE
ECCENTRIC MANHOLE SHAFT
2 i/2' RINGS SHALL BE REINFORCED
WITH TWO 1/4' ROUND STEEL HOOPS.
6' AND 8' RINGS SHALL BE REINFORCED
WITH FOUR HOOPS, TIED WITH NO. 14
5 3/4" GAUGE WIRE 8' OC
M
�p N N
- CD - -
N !Y - -
0, 0 - INSIDE DIAMETER 24'
'tr I 1/4' 1 1/4'
r\nl 2 1/2" I' 13/4'
1/4' 1/4'
CROSS SECTION OF
REINFORCED CONCRETE RING
NOTES
I. UNLESS OTHERWISE INDICATED THIS STRUCTURE SHALL CONFORM TO
ASTM C 478 AND ALL CONCRETE SHALL BE PER SSPWC.
2. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630.
3. ALL JOINTS SHALL BE SEALED BY FILLING THE ANNULAR SPACES
WITH CLASS- C MORTAR. THE INSIDE OF THE SHAFT AT EACH JOINT
SHALL BE WIPED CLEAN OF EXCESS MORTAR.
4. PROTECTIVE PLASTIC LINER (T LOCK) OR ENGINEER -APPROVED COAT-
INGS WHERE REQUIRED BY THE PROJECT DRAWINGS SHALL BE IN
ACCORDANCE WITH SSPWC AND THE MANUFACTURER'S DIRECTIONS.
5. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. THE TOP
STEP SHALL BE PLACED DIRECTLY BENEATH THE MANHOLE FRAME.
UNLESS OTHERWISE. SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14"
TO 15" OC.
6. THE ECCENTRIC MANHOLE SHAFT REDUCER AND RINGS MAY BE PLAIN
CONCRETE. FOR PLAIN CONCRETE SECTIONS THE MINIMUM THICKNESS
SHALL BE 6".
7. THE PRECAST CONCRETE MANHOLE STRUCTURES WILL BE INSPECTED
BY THE ENGINEER WHO WILL INDICATE ACCEPTANCE FOR SHIPMENT TO
THE JOB BY MARKING THE STRUCTURES WITH THE AGENCY'S STAMP.
8. THE VERTICAL SIDES OF THE MANHOLE SHAFT AND THE ECCENTRIC
REDUCER SHALL BE LOCATED ABOVE AND IN LINE WITH THE SIDE OF
THE STORM DRAIN CONDUIT.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN=
630 24 -INCH MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
'324-0
SHEETS OF,
FINISHED GRADE OR
tF
A& B C
BARS BARS
D E
BARS BARS
SPECIFIED ELEVATION
G
BARS
MANHOLE FRAME
8'
MANHOLE FRAME
AND COVER PER
► -
COLLAR, CLASS C MORTAR
AND COVER PER
STD. PLAN 630
L
s"
STD. PLAN 630
I
(
NL-
- 4 18"
STD. CONCRETE RINGS. 3',
6' OR 16' IN THICKNESS,
iv
-0-
-.;
6,
12'
SEE NOTE 6
; •.-�
R = 2' -:/co
1a.,
4ca 1$"
WHEN POSSIBLE USER
= 2'
4�
8'
4• \
r7
4-2 1/2' RINGS
'"-
1
- 4e 18j
C BARS
OR EQUIVALENT
12'
T-
4'
18' MAXIMUM
•
24- 6' •4 WIRE
HOOPS
D BARS 2" CL.
4_ 0187'
SEE RING SECTION
DIA.
Z
i 5,
FOR JOINT DETAILS
F BARS
`~
•2 COILS. Z
�-5- t MSN
6"
J
2"CL, 3
7 REQUIRED
6'
N
�-
•' )fg'►
---�' m2 TIE BARS, `
•
6"
1 8"
4 REQUIRED N5-
'
0
15/16'
ECCENTRIC PRECAST
1 7'
M
1 8„
- CONCRETE CONE
I
-
VARIABLE LENGTH PRECAST CONCRETE
L ?-
8"
8"
SECTIONS. 6' MIN. THICKNESS FOR
- 4(e134
#4@18
tF LL
PLAIN CONCRETE. 4' MIN. THICKNESS
1 9'
3 I/8'
36' DIA.
FOR REINFORCED CONCRETE-.
- 1$~
MINIMUM
4 Q t r
28'
10'
8"
10"
36' SPECIAL MH RCP WITH
•'3"CL.
#4@18"
"40 t 13"
A CIRCULAR CAGE AND
11'
8"
`��-
WOOD MINIMUM
- #4@10"
#4@18" 1
X/3(MIN.) BOTTOM SLAB
ANY STANDARD
36'
TYPICAL REINFORCEMENT DETAILS
10"
PIPE END
DIA.
N
#4 @ 18"
��'co
5'
CLASS .0 PIPE
MORTART' VERTICAL SECTION
OF PLAIN CONCRETE
ECCENTRIC
MANHOLE SHAFT
VERTICAL SECTION
OF REINFORCED CONCRETE
ECCENTRIC MANHOLE SHAFT
2 i/2' RINGS SHALL BE REINFORCED
WITH TWO 1/4' ROUND STEEL HOOPS.
6' AND 8' RINGS SHALL BE REINFORCED
WITH FOUR HOOPS, TIED WITH NO. 14
5 3/4" GAUGE WIRE 8' OC
M
�p N N
- CD - -
N !Y - -
0, 0 - INSIDE DIAMETER 24'
'tr I 1/4' 1 1/4'
r\nl 2 1/2" I' 13/4'
1/4' 1/4'
CROSS SECTION OF
REINFORCED CONCRETE RING
NOTES
I. UNLESS OTHERWISE INDICATED THIS STRUCTURE SHALL CONFORM TO
ASTM C 478 AND ALL CONCRETE SHALL BE PER SSPWC.
2. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630.
3. ALL JOINTS SHALL BE SEALED BY FILLING THE ANNULAR SPACES
WITH CLASS- C MORTAR. THE INSIDE OF THE SHAFT AT EACH JOINT
SHALL BE WIPED CLEAN OF EXCESS MORTAR.
4. PROTECTIVE PLASTIC LINER (T LOCK) OR ENGINEER -APPROVED COAT-
INGS WHERE REQUIRED BY THE PROJECT DRAWINGS SHALL BE IN
ACCORDANCE WITH SSPWC AND THE MANUFACTURER'S DIRECTIONS.
5. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. THE TOP
STEP SHALL BE PLACED DIRECTLY BENEATH THE MANHOLE FRAME.
UNLESS OTHERWISE. SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14"
TO 15" OC.
6. THE ECCENTRIC MANHOLE SHAFT REDUCER AND RINGS MAY BE PLAIN
CONCRETE. FOR PLAIN CONCRETE SECTIONS THE MINIMUM THICKNESS
SHALL BE 6".
7. THE PRECAST CONCRETE MANHOLE STRUCTURES WILL BE INSPECTED
BY THE ENGINEER WHO WILL INDICATE ACCEPTANCE FOR SHIPMENT TO
THE JOB BY MARKING THE STRUCTURES WITH THE AGENCY'S STAMP.
8. THE VERTICAL SIDES OF THE MANHOLE SHAFT AND THE ECCENTRIC
REDUCER SHALL BE LOCATED ABOVE AND IN LINE WITH THE SIDE OF
THE STORM DRAIN CONDUIT.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN=
630 24 -INCH MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
'324-0
SHEETS OF,
ECCENTRIC REDUCER
MANHOLE SHAFT WITH ECC
FACE PLATE ASSEMBLY
MAX.
V
TOP SLAB REINFORCEMENT
tF
A& B C
BARS BARS
D E
BARS BARS
(SEE CATCH BASIN STANDARD PLAN)
G
BARS
3.5'
8'
6"
-
► -
♦
Q 1$'' 4 @ 16"
B•
�
L
s"
8„
V
v
- 4 18"
J
' 2" CL. E BARS
r
J
6,
12'
6„
8"
6„ 9 -
"
8" 4 e fig''t3''
- 4� w,
1a.,
4ca 1$"
4 0 ($►
4• Q i8"
39
4�
8'
6„
6"
6`13,4colv
g"
-
40 18"
- 4e 18j
C BARS
14'
12'
>
10"
4 & Ig"-
-
D BARS 2" CL.
4_ 0187'
w
4'
6„
6„
#4 @ 24" -
F BARS
P ( j�
28'
1 5'
6"
J
2"CL, 3
A BARS
- @) $''
#4 @ 18"
•' )fg'►
x
1 6'
6"
1 8"
r
e BARS
#4 @ 18"
Lo 166
28'
1 7'
8"
1 8„
0
I
t
G BARS
8'
8"
8"
#4 @ 13" -
- 4(e134
#4@18
tF LL
28'
1 9'
8"
1 10"
#4 @ 15" -
- 1$~
#4 @ 18"
4 Q t r
28'
10'
8"
10"
#4 @ 12" -
•'3"CL.
#4@18"
"40 t 13"
28'
11'
8"
`��-
#5@15" -
- #4@10"
#4@18" 1
X/3(MIN.) BOTTOM SLAB
28'
12'
TYPICAL REINFORCEMENT DETAILS
MAX.
W
MAX.
V
t
tF
A& B C
BARS BARS
D E
BARS BARS
F
BARS
G
BARS
3.5'
8'
6"
-
► -
- 4 e ) su
Q 1$'' 4 @ 16"
3.5'
12'
s"
8„
P_ I$ -
- 4 18"
414& -IS„
4`0,8„
7,
7'
6,
12'
6„
8"
6„ 9 -
"
8" 4 e fig''t3''
- 4� w,
1a.,
4ca 1$"
4 0 ($►
4• Q i8"
14'
14'
4�
8'
6„
6"
6`13,4colv
g"
-
40 18"
- 4e 18j
4 IV" *4O_ IBM
14'
12'
8"
10"
4 & Ig"-
�8�►
�)
4_ 0187'
28'
4'
6„
6„
#4 @ 24" -
- . �) ��
#4 @ 18"
P ( j�
28'
1 5'
6"
1 8"
#4 @ 24" -
- @) $''
#4 @ 18"
•' )fg'►
28'
1 6'
6"
1 8"
#4 @ 18" -
- 4 0- \W"
#4 @ 18"
Lo 166
28'
1 7'
8"
1 8„
#4 @ 17"
4 P_&
#4@ 18"
28'
8'
8"
8"
#4 @ 13" -
- 4(e134
#4@18
L(- 13'►
28'
1 9'
8"
1 10"
#4 @ 15" -
- 1$~
#4 @ 18"
4 Q t r
28'
10'
8"
10"
#4 @ 12" -
-Q
- LOIS"
#4@18"
"40 t 13"
28'
11'
8"
10"
#5@15" -
- #4@10"
#4@18" 1
#4@18"
28'
12'
8"
10"
#6@18" -
- #4 @ 9"
#4 @ 18" 1
#4 @ 18"
FOR W>28', V>12' OR B>4' SEE PROJECT PLANS
CURB OPENING CATCH BASIN REINFORCEMENT
V(ft.)
t
(in.)
SIDE AND END
WALL STEEL
MAX.
G BARS
4
6
#4 @ 10"
8
8
#4@6"
12
1 10
#5 @ 6"
FOR V> 12' SEE PROJECT PLANS
2" C L.
2"L.
> t -
0 BARS
G BARS
G BARS
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
-
SECTION PAVED STREET
MAX, MIN.
STANDARD PLAN
JOINT CO TED BY THE AP�"A-AGC
JOINT COOPERATIVE' COMMITTEE
CATCH BASIN REINFORCEMENT
309-0
1964
SHEET 1 OF 1
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
The7 Consulting Group
6 AAargtan, SLIta 1w
b9271
� = z trri►�, G1al►Nfam 8
toxg No.35 75 (714)587--JW2 FAX (714)472-3178
* Exp -9/30/99
C1PREPARED U DE E SUPERVISION OF:
DF'ENGR'SCAI.k -
crly
REVISIONS APPROVAL DATE APPROVAL DATE THOMAS A. PETERSEN R.C.E. 35275
-
•
M
EDGES TO BE
ROUNDEa
T TO 3' R
/
+A
-R = I D
OF SPUR ±
ALL STEEL
•4 O 4' OC
tC
DETAIL "N" PLAN
(RINGS AND COVER NOT SHOWN)
STREET GRADE MANHOLE FRAME
AND COVER PER CONCRETE RINGS
STD. PLAN 630 PER STD. PLAN 324
LAJ
STEP
m 24' IOMIT N PAVEDSSTREETS
`° MANHOLE77
SHAw PERFSTD. 16" FOR PAVED
N PLAN 324 STREETS. 2'-2'
FOR UNPAVED
3'-0' STREETS
°Q 5'x2' PIPE SEAT
3 T
T
L-3
3'-6' ROUND EDGES
=_ OF INLETS
_ ROUND EDGES
SEE NOTE I
STREET GRADE
5'xl' RING
SEAT
w
mil��Y
I•/2-
INLET ELEVATION SECTION C -C
APPLIES AT THIS
POINT
SECTION A -A
STATION LINE
3'r 0'
T T ;0 r•
T 18, T STEPS
3•R
II L
4' L+2T-8' 4'
ao
co '
OPTIONAL BOTTOM GRADE POINTS,
SEE NOTE 5
SECTION B -B
Iw J
w ao
I cn a
t -
N
W
JI.-
m 0
a_Z
a:w
aw
>
TABLE OF VALUES FOR
M (SEE NOTE 1)
SECTION PAVED STREET
MAX, MIN.
UNPAVED STREET
MAX. MIN.
A -A 2'-10 1/2"
3'-6-
C -C II" 8 1/2'
16' IS'
I•/2-
INLET ELEVATION SECTION C -C
APPLIES AT THIS
POINT
SECTION A -A
STATION LINE
3'r 0'
T T ;0 r•
T 18, T STEPS
3•R
II L
4' L+2T-8' 4'
ao
co '
OPTIONAL BOTTOM GRADE POINTS,
SEE NOTE 5
SECTION B -B
Iw J
w ao
I cn a
t -
N
W
JI.-
m 0
a_Z
a:w
aw
>
TABLE OF VALUES FOR
M (SEE NOTE 1)
SECTION PAVED STREET
MAX, MIN.
UNPAVED STREET
MAX. MIN.
A -A 2'-10 1/2"
3'-6-
C -C II" 8 1/2'
16' IS'
NOTES
I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 2'-10 1/2" FOR PAVED STREETS OR 3'-6" FOR UNPAVED STREETS,
CONSTRUCT SHAFT PER SECTION C -C AND DETAIL "N". DEPTH M MAY BE
REDUCED TO AN ABSOLUTE LIMIT OF 6" WHEN LARGER VALUES OF M
WOULD REDUCE H IN SECTION C -C TO 3'-6" OR LESS.
2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 4'-O", BUT MAY
BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS
THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED.
FOR H (IN SECTION C -C) SEE NOTE I.
3. L SHALL BE 4'-0" UNLESS OTHERWISE SHOWN. L MAY BE INCREASED OR
LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS, BUT ANY CHANGE
IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER.
4. T SHALL BE 8" FOR VALUES OF H UP TO AND INCLUDING 8'-0" AND 10" FOR
VALUES OF H OVER 8'-0".
5. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT
CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF
SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3.
6. REINFORCEMENT SHALL CONFORM TO ASTM A 615. GRADE 40, AND SHALL
TERMINATE 1 1/2" CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE
SHOWN.
7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY
MAY BE PLACED AT SPRING LINE.
9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE
A LEVEL SEAT BUT SHALL NOT BE LESS THAN 8"
10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14" TO 15" OC. THE LOWEST
STEP SHALL NOT BE MORE THAN 24" ABOVE THE LEDGE AT THE SIDE OF
THE MANHOLE.
II. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
A. MAIN LINE = 33" INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE
MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 36" TO 42" INSIDE
DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 33" OR LESS.)
STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APPLICABLE
WHERE THE MAIN LINE CONDUIT IS LESS THAN 36" IN DIAMETER.
B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE
CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM
THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 8"
THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM
THE END OF THE RCP, SHALL BE A MINMUM OF 6".
C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED
MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE
FOLLOWING ALTERNATE SOLUTIONS MUST BE USED.
1. PROVIDE A SPECIAL STRUCTURE.
2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS
MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE
JUNCTION STRUCTURE OR TRANSITION STRUCTURE.
12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN.
13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN.
14. WHERE A MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS SPECIFIED
REFER TO STANDARD PLAN 336.
15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
16. WHERE A PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 329.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER
630 24 -INCH MANHOLE FRAME AND COVER
633 36 -INCH MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
321-0
SHEET 1OF 1
MANHOLE PIPE TO PIPE (ONE OR BOTH
MAIN LINE ID'S 33" OR SMALLER)
DRAWN BY
TAP
DESIGNED BY
TAP
CHECKED BY
TAP
� -1 � -�� JOB N0.
DATE:
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
LOT E 2 AND LOT E1: WILDERNESS PARK SCALE:
M
DETAILS As SHOWNCD
0Lu
HUNTER'S RIDGE DATE: 01-21-98 000
APPROVED
ZG..n--li r�,e..-ate 6/z�is DR. N0. SHT. N0. coo
Rc CITY ENGINEER R.C.E. 2646 5 OF 5 0�