HomeMy WebLinkAbout3863-3DOWEL (TYP.)
PLAN
`15M 0 300 mm(04012')
CURB OPENING CATCH BASIN
FACE PLATE
ASSEMBLY
GREENBOOK COMMfTME
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750 mm (30') 450 mm (180)
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5 mm(1/4')R
1425 mm (57.1 450 mm (16•) 250 mm 001
STREET. GUTTER.
275 nn (II')
0 I
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1
100 mm
OR LOCAL DEPRES-
PER STD. 400 mm (166) FOR
: ^
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610C (TYP.)
PLAN 3Z4 PAVED STREETS.
SION SURFACE
c
3. 1/4 TYP.
a
900 mm (3'-0') 650 mm (2'-21)
1/2'
o
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I
STREETS FOR UN-
G 2
c
m M
mm
PAVED STREETS
DETAIL
I (401 R
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DETA/L SHEET
312
SLOPE
TYP.
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0 mm 3'-6•
ROUND EDGES
OCT 2005
(3 IR
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PLATE
DOWPE� L7
O
E
ROUND EDGES
BAR 3
TYP.
x 3/8.
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4
15 mm
1.
CONC. SUPPORT,
4'
SCORING
I
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In
APPLIES AT THIS
LINE
CURB LINE
POINT
SECTION
A -A
a
I IW
900 mm (3'-00)
200 mm (80)oft
-\ I
tF
2 EXTRA 15111("4) +
STEPS
T r „
450 mm (18')
4
OF
I
MANHOLEEFRAME
I t
100M
AND COVER
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I I
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300 mm
75 mm
BASIN E
(120)MAX.
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ICATCH
MANHOLE FRAIIIIE)E I
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I
I
DOWEL (TYP.)
PLAN
OPTIONAL SUBGRADE LCONNECTOR PIPE
OR MONOLITHIC
CATCH BASIN
B CONNECTION
SECTION A -A
200 mm(8')
10 04)
90•
V
DOWEL DETAIL
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
�v Lo�-
CURB OPENING CATCH BASIN
wz
GREENBOOK COMMfTME
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750 mm (30') 450 mm (180)
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1200 mm (4801 450 mm (IB") 250 mm (106)
1425 mm (57.1 450 mm (16•) 250 mm 001
4-1
275 nn (II')
0 I
I `
1
100 mm
OPTIONAL SUBGRADE LCONNECTOR PIPE
OR MONOLITHIC
CATCH BASIN
B CONNECTION
SECTION A -A
200 mm(8')
10 04)
90•
V
DOWEL DETAIL
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED 13Y THE
PUBLIC WORKS STANDARDS INC.
CURB OPENING CATCH BASIN
STANDARD PLAN
METRIC
GREENBOOK COMMfTME
125 MM (60)
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1884
750 mm (30') 450 mm (180)
-
J
REV. IM
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
15M 0 300 mm (04 0 12'
L/2 (TYP.)-, ,
15M 0 300 mm
(•4 012')
150 mm
6') MIN
CUT
L I NE
r --3-15M (o4) CIRCULAR TIES,
SEE NOTE 9
330-C-23 (560-C-3250) CONCRETE
25 mm (11 (TYP.)
D L
T
300 mm (0) 300 mn (120)
100 mm (44
450 mm 089 300 mm 024
125 MM (60)
600 mm (240) 300 mm 02')
150 mm t64
750 mm (30') 450 mm (180)
175 mm (70)
900 mm (36') 450 mm (18")
Z23 on (91
1050 mm (421 450 mm (18')
225 mm (91
1200 mm (4801 450 mm (IB") 250 mm (106)
1425 mm (57.1 450 mm (16•) 250 mm 001
1500 • mm (60' 525 mm (21')
275 nn (II')
1650 mm (66' 525 mm (21.3
275 mm 01.1
1800 mm (728) 600 mm (24'
300 mm (122)
CUT �
90° NO. 2
L1 NE
150 mm CUT N(
6'I MIN
3.14 (Do
DETAIL "A' (SEE NOTE IO)
SONO -TUBE. OR EQUAL. INTERIOR FORM
CUT NO. 1: SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS-
VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS
TOGETHER FORMING THE DEFLECTION ANGLE A.
CUT NO. 2= SAW THE TUBE LONGITUDINALLY REMOVING A STRIP
3.14 (DO -D ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT.
BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE
TUBE IN THE PIPE.
.a •
�- INTERIOR SURFACE
OF PIPE
DETAIL "B"
TYPICAL JOINT FOR
REINFORCED CONCRETE PIPE
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED IIYTHECONCRETE
COLLAR FOR RCPT;',
� "
PUBUC WORKS STANDARDS INC.,
°REEN900Km I>AITTEE
300 mm 12" THROUGH 1800 mm(7211).3801-
2
4
1500 mm (60') 1'0 1800 mm (72")
5
REV' 1990
USE WITH STANDARD SPECIFICATIONS FOR PUBLICWORKS CONSTRUCTION
SHEET 1 OF 2
RECUM ul- VRAWK ii
�iIcaQROFESSjo,
Gti � IIS
PAUL R. H Di.ESTON' � . RCf:
a PLANNING - ENCGLl11EER 1K,%'sv.-. 'z;li k : !:: ':ilVl:'
2900 ADAMS ST STE. A-15, RIVERSIDE,. CA.::�
NOTES:
I. 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 25 mm(1d) 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 = 970 mm(3' -2')
V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE CATCH BASIN AT THE OUTLET = 1.35 m(4.59,
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 300 mm(12').
V, = 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 SPECI-
FIED. 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 80 mm(3m) PIPE EMBEDMENT. ALL AROUND. WITHIN
THE CATCH BASIN WALL. AND 75 mm(3') 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 CUT-
TING 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 300 mm(12') APART. THE TOP STEP SHALL BE 175 mm(7') BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 mm(2-I/20). ALL OTHER STEPS SHALL PROJECT 130 mm(50).
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(79 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
9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL
VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE
METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED
FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION
SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
300 - 2
525 mm (21"l OR LESS
CURB OPENING CATCH BASIN
SHEET 2 OF 2
NOTES
I. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE
EXCEEDS 10 PERCENT.
2. FOR CURVE JOINTS (SEE DETAILS. SHEET 1)
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS GREATER THAN 25 mm (14). BUT IS LESS THAN 75 mm((3')
A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH SUBSECTION
306-1.2.4 OF THE SSPWC.
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS EQUAL TO OR GREATER THAN 75 mm (31. BUT LESS THAN
150 mm (61. A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR
SPACE IS 150 mm (60) OR GREATER. A TRANSITION STRUCTURE
1S REQUIRED.
3. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON
THE MAIN LINE.
4. CONNECTOR PIPES
A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A
CONCRETE COLLAR. L AND T SHALL BE THOSE OF THE LARGER
PIPE. D= DI OR D2. WHICHEVER IS GREATER.
B. WHEN DI IS EQUAL TO OR LESS THAN L12. JOIN INVERTS AND
WHEN D1 IS GREATER THAN D2, JOIN SOFFITS.
5. FOR PIPE. LARGER THAN 1800 mm (720) SPECIAL COLLAR DETAILS
ARE REQUIRED.
6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER.
7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE
300(40).
8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR
TIES SHALL BE D+(2X WALL THICKNESS) + T.
9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS
GREATER THAN 525 mm (21') AND ON ALL PIPES WHERE THE SPACES
BETWEEN THE EXTREME OUTER ENDS IS 75 mm (3') OR LARGER.
CIRCULAR TIES=
N0. OF
WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (3"). THE
NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN
APPROXIMATE SPACING OF 150 mm (60) O.C.
10. WHERE THE PIPE IS 525 mm (21") OR LESS IN DIAMETER AN INTERIOR
FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO
PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE
LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (24")
OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE
INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND
NEATLY POINTED.
11. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNIT'S
ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL
VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT
REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR
METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED
FOR CONSTRUCTION SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PIAN
CONCRETE COLLAR FOR RCP METRIC-
300 mm (12") THROUGH 1800 mm 72" SHEET
PIPE DIAMETER
CIRCULAR TIES
525 mm (21"l OR LESS
3
600 mm (24") TO 750 mm (30")
3
-825 mm (33"� TO 1425 mm (57'I
4
1500 mm (60') 1'0 1800 mm (72")
5
DIG�LE �.T.
TOLL FREE �l -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
20F2
STREET GRADE
DIG�LE �.T.
TOLL FREE �l -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
EDGES TO BE ROUNDED
TO 75 mm (30) R
•A
-R = I D
_ OF SPUR t
-150 mm (60)
MIN.
TC
lt- 1.LL.Lk I'`- ALL STEEL REINF. 15M
Ea I0 100 mm 04 9 40) OC I
B DETAIL uN" PLAN
- .. (RINGS AND COVER NOT SHOWN)
PSN SEE NOTE I
(SHAFT NOT SHOWN)
STREET GRADE
MANHOLE FRAME CONCRETE RINGS
PUBUCWORKS BTANDAR031NC.,
GREENBOOK COMMITTEE
1992
�
321-1
AND COVER PER PER STD. PLAN 324 -
1Mumm
2
610 mm
STD. PLAN 630 OMIT THIS STEP
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
V11
ago
MANHOLE IN PAVED STREETS
;D
A,
EDGES TO BE ROUNDED
TO 75 mm (30) R
•A
-R = I D
_ OF SPUR t
-150 mm (60)
MIN.
TC
lt- 1.LL.Lk I'`- ALL STEEL REINF. 15M
Ea I0 100 mm 04 9 40) OC I
B DETAIL uN" PLAN
- .. (RINGS AND COVER NOT SHOWN)
PSN SEE NOTE I
75 mm (30) I
L
100 mm (40) L+2T-200 mm (81) 100 mm (40)
200 mm (82)
200 mm (8'
OPTIONAL BOTTOM GR DE POINTS,
SECTION B -B
(SHAFT NOT SHOWN)
STREET GRADE
MANHOLE FRAME CONCRETE RINGS
PUBUCWORKS BTANDAR031NC.,
GREENBOOK COMMITTEE
1992
5%r
321-1
AND COVER PER PER STD. PLAN 324 -
-MAIN
2
610 mm
STD. PLAN 630 OMIT THIS STEP
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
V11
(240)
MANHOLE IN PAVED STREETS
;D
Co
L
SHAFT 225 mm (9
E
f-
nru (31-66)
PER STD. 400 mm (166) FOR
: ^
E
W
610C (TYP.)
PLAN 3Z4 PAVED STREETS.
;
c
3. 1/4 TYP.
a
900 mm (3'-0') 650 mm (2'-21)
1/2'
o
`"
I
STREETS FOR UN-
G 2
c
m M
mm
PAVED STREETS
DETAIL
w No. 36637
(g
a.
DETA/L SHEET
AS SHOWN
TYP.
I/4
125 mm x 50 mm (5'x2') PIPE SEAT
ONTARIO, CA 91761
PHONE (909) 937-9151
�' C 16569
I a5 nmwmn (30
T
DA �.
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0 mm 3'-6•
ROUND EDGES
OCT 2005
.1.
x 9
F OF INLETS
3
FUFCAL\FO
25 mm (5'1
ROUND EDGES
BAR 3
TYP.
x 3/8.
SCL
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• oz
3Q
4
15 mm
1.
CONC. SUPPORT,
4'
I' (TYP.) BAR 3 x 3/81
REMOVABLE TYP.
(1/ .
INLET ELEVATION
SEE SECTION D -D
APPLIES AT THIS
POINT
SECTION
A -A
STATION
LINE
900 mm (3'-00)
200 mm (80)oft
-\ I
STEPS
T r „
450 mm (18')
75 mm (30) I
L
100 mm (40) L+2T-200 mm (81) 100 mm (40)
200 mm (82)
200 mm (8'
OPTIONAL BOTTOM GR DE POINTS,
SECTION B -B
SECTION C -C
TABLE OF VALUES FOR M (SEE NOTE Il
SECTION PAVED STREET UNPAVED STREET
MAX. MIN. MAX. MIN.
A -A 867 mm 12'-10 1/20) 1060 mm (31-6')
C -C 282 mm (04 217 mm IS 1/2') 410 mm (161 380 mm (138)
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STREET GRADE
MANHOLE PIPE TO PIPE(ONE OR BOTH
25 mm s 25 mm
PUBUCWORKS BTANDAR031NC.,
GREENBOOK COMMITTEE
1992
5%r
321-1
RING
RING SEAT
-MAIN
2
W
Wm
10melk/
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
U)Q
(24.1
MIN. COVER
SECTION C -C (SH. 1)
~
125 MR (511
t BOLT l3 NUT
N
nru (31-66)
T
: ^
_
W W
i mm
610C (TYP.)
x
Prepared Under The Supervision Of .
5 mm
3. 1/4 TYP.
a
� W
> U)
1/2'
3/8'
(TYP.)
(TYP.)
`"
I
SECTION C -C
TABLE OF VALUES FOR M (SEE NOTE Il
SECTION PAVED STREET UNPAVED STREET
MAX. MIN. MAX. MIN.
A -A 867 mm 12'-10 1/20) 1060 mm (31-6')
C -C 282 mm (04 217 mm IS 1/2') 410 mm (161 380 mm (138)
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
MANHOLE PIPE TO PIPE(ONE OR BOTH
STA MEATRD RICPLAN
PUBUCWORKS BTANDAR031NC.,
GREENBOOK COMMITTEE
1992
MAIN LINE ID'S 825mm 33 OR SMALLER
321-1
REV. 1988
-MAIN
SHEET 1 OF 3
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
L BAR 3 x 3/8 L
Lg WELDED ON • MAX.
6'-0' MAX BOTTOM OF
THE RACK AS CONTOURS.
STIFFENER,TYP.
BAR 3 x 3/8 BAR 3 x 3/8, TYP. NECESSARY• ..••._
WELDED ON I/4 WHEN Lg
BOTTOM OF TYP. IS 61-O OR
THE RACK AS GREATER
STIFFENER. 1 1 t 1/2' x 7' w
NECESSARY 1t�2 /t LONG BOLT EXIST. OR I/4 -I
WHEN L� Cj 1,5 / AND NUT, 5' WALPROPL HEAD- r TVP^ me
15 6'-0 OR �� EMBEDMENT, >
GREATER / TYP.>.mz
2'-S* MAX. C(SH.2) ♦
l /I- wo
SYMMETRICAL �w
ABOUT t / _ ya - BE �B Ina
-__ vOUTLET -
w CONDUIT u
At _ _ a ?A -+I j --
m SH.2)
ip pi yol=
C(SH.2) f Mir SYMMETRICAL
as ABOUT t
=-= \ DETAIL"E�
_ * 2'-6' MAX. (SH.z)
OUTLET \ Z D ! D(SH.2) (TYP.) \
CONDUIT
t 1/2'0 x 7' LONG EXIST. OR
�\ BOLT AND NUT. S. PROP. SLOPE
EXIST. OR PROP. 2'. v ^ EMBEDMENT, TYP.
HEADWALL
A
WINGWALL AND �rMp�'�`\\ BAR .3 x 3/8. TYP.
CASE B
t 1/2' 0 BOLT AND NUT, TYP. BAR 3 x 3/8, TYP. PLAN
CASE A ��-
�T-� PLAN
SEE SECT. C -C, SH.2,
SEE SECT. C -C, SH.2, FOR DETAILS
`r FOR.DETAiLS SEE SECT. D -D.
SH. 2. FOR
~� ") DETAILS
`1�
-SEE SECT. D -D, I
�!� SH.2, FOR 1/4
DETAILS
OUTLET 1/4 _
CONDUIT I _��� L
CONDUIT L OUTLET CONC. SUPPORT
�f CONC. SUPPORT SECTION B -B
DETAIL'F' I/4 TYP.
SECTION A -A --�
(SH.2) -�
DETAIL'F' EXIST. OR PROP. -
(SH.2) z `� ` - HEADWALL AND in
WINGWALL
%// \\ EXIST. OR PROP. \
// \\ HEADWALL
STABILIZED
II SLOPE
TYP. f /4
CONC. DETAIL'E' Ci Nc.
SUPPORT (SH.2) _ SUPPORT
3'•t REMOVABLE I' 31t REMOVABLE 1'
PORTION (TYP.) PORTION (TYP.)
DETAIL"E'er/ CASE A CASE B
(SH.2) ELEVATION ELEVATION
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
E
TRASH RACK
STANDARDPLA
NPR
PUBLIC WORKS STANDARDs INC-
(INCLINED)
GREENSOOKrOATE
BRASS CAP /N THE CONCRETE BASE OF
361-0
•4, A.S., 3'
SHEET I OF 3
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES
I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 867 mm (2'-10 1/2') FOR PAVED STREETS OR 1060 mm (3'-6') FOR
UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C -C AND DETAIL 'N'.
DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (60) WHEN
LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (3'-60)
OR LESS.
2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 1.2 m (4'-0"),
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 1.2 m (4'-0') UNLESS OTHERWISE SHOWN. L MAY BE IN-
CREASED 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 200 mm (8') FOR VALUES OF H UP TO AND INCLUDING 2.4 m
(8'-0') AND 250 mm (10') FOR VALUES OF H OVER 2.4 m (W -O").
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 615M. GRADE 300(ASTM A 615.
GRADE 40). AND SHALL TERMINATE 40 mm (1 1/20) CLEAR OF CONCRETE SUR-
FACES 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 200 mm (81.
10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (140) TO 375 mm (15') OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (240) ABOVE THE LEDGE
AT THE SIDE OF THE MANHOLE.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIA
321 - 1
SHEET 2 OF 3
MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE
ID'S 825mm (33") OR SMALLER
EXIST. OR PROP.
HEADWALL OR
WINGWALL
F:-- .
z II ••
l = 3/e'
BAR 3 x 3/8
SAI
BAR 3 x 3/8
IL 1/2' m BOLT AND
NUT AND CONC. SUPPORT
1 1/2*
ROUNDED CUTOFF
POINT
. v 77777-
M
SEE SECTION D -D
ELEVATION PLAN
DETAIL "E" (SH. 1)
BAR 3 x 3/8
DETAIL "F' (SH. 1)
APPLIES TO THE TOP AND BOTTOM
BARS OF THE REMOVABLE PORTION ONLY
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER'
STANDARD PLAN
361-0
SHEET 2 OF 3
TRASH RACK (INCLINED)
N
SHEET30F3
•3 0 24' 4
I/4 TYP.
BRASS CAP /N THE CONCRETE BASE OF
42' MIN.
•4, A.S., 3'
7HE SOUTH LEG OF AN SCE TOWER
343' NOR7H OF HIGHLAND, 0.2 M/ WEST
ALONG THE CL SUMMIT AVE
MIN. COVER
SECTION C -C (SH. 1)
SECTION D -D (SH. 1)
t STAINLESS STEEL
1/2'� TI
t BOLT l3 NUT
KWIK-BOLT OR 6.0C (TYP.)
x 3/8,
TYP.
EOUIVALENT
3.
610C (TYP.)
Prepared Under The Supervision Of .
C/T Y F F N
O O TANA, CALIFORNIA
3. 1/4 TYP.
BAR x 3/8,
TYP.
PREPARED
MADOLE AND ASSOCIATES, INC./NSTORM
3/8'
(TYP.)
(TYP.)
t CONCRETE .3/81-
SUPPORT [TYP.)
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HOLE, SEE
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w No. 36637
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DETA/L SHEET
AS SHOWN
TYP.
I/4
TYP.
ONTARIO, CA 91761
PHONE (909) 937-9151
�' C 16569
UAL
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1.
CONC. SUPPORT,
4'
I' (TYP.) BAR 3 x 3/81
REMOVABLE TYP.
CONC. SUPPORT
SEE SECTION D -D
SEE SECTION D -D
ELEVATION PLAN
DETAIL "E" (SH. 1)
BAR 3 x 3/8
DETAIL "F' (SH. 1)
APPLIES TO THE TOP AND BOTTOM
BARS OF THE REMOVABLE PORTION ONLY
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER'
STANDARD PLAN
361-0
SHEET 2 OF 3
TRASH RACK (INCLINED)
REV. REVISION DESCRIPTION DATE ENGR. aTY DATE SHOULD CONS TRUC TION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
A19115COAD DRaWI-vC /18/71 P. �,�. •1011
11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
A. MAIN LINE = 825 mm (33') INSIDE DIAMETER OR LESS. (EXCEPTION -
IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (36")
TO 1050 mm (420) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS
825 mm (33") OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS
NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm
(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 200 mm (8")
THICK TOP OF THE MANHOLE CHAMBER. MEASURED VERTICALLY FROM
THE END OF THE RCP, SHALL BE A MINMUM OF 150 mm (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.
I. 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 - 900 mm (36') 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 - 914 mm (36") WITHOUT REDUCER
IS SPECIFIED REFER TO STANDARD PLAN 329.
17. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE
NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES
USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING
BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES.
IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE
ENGLISH UNITS.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
324 MANHOLE SHAFT'- WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT - 914.mm (360) WITHOUT REDUCER
630 610 mm (24") MANHOLE FRAME AND COVER
633 914 mm (360) MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE 321 c 1
ID'S 825mm (3 31
NOTES
1. MAXIMUM 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 HAS 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
AGENCY APPROVED EQUAL FOR COATING.
6. ALL BOLTS SHALL BE 1/2' IN DIAMETER AND 7' IN LENGTH. ON
REMOVABLE PORTION OF THE RACK, USE 300 SERIES STAINLESS
STEEL BOLTS AND NUTS. FOR WINGWALL BOLTS FOR CASE A,
AND WHERE HEADWALL AND WINGWALL ARE EXISTING, HILTI
KWIK-BOLT OR EQUIVALENT CAN BE USED.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
361 - 0
SHEET 3 OF 3
TRASH RACK (INCLINED)
OR SMALLER
SHEET30F3
NOTES
1. MAXIMUM 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 HAS 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
AGENCY APPROVED EQUAL FOR COATING.
6. ALL BOLTS SHALL BE 1/2' IN DIAMETER AND 7' IN LENGTH. ON
REMOVABLE PORTION OF THE RACK, USE 300 SERIES STAINLESS
STEEL BOLTS AND NUTS. FOR WINGWALL BOLTS FOR CASE A,
AND WHERE HEADWALL AND WINGWALL ARE EXISTING, HILTI
KWIK-BOLT OR EQUIVALENT CAN BE USED.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
361 - 0
SHEET 3 OF 3
TRASH RACK (INCLINED)
00
BENCH MA RK. 18-17
BAS/S OF BEAR/NGS:
"E
BRASS CAP /N THE CONCRETE BASE OF
THE BRG. N089'59'31
7HE SOUTH LEG OF AN SCE TOWER
343' NOR7H OF HIGHLAND, 0.2 M/ WEST
ALONG THE CL SUMMIT AVE
S
4
OF SAN SEVA/NE RD., 2.65 M/ HEST
AS SHOWN ON 7R. NO.
16427-1, M.B. 296/7-11.
OF SIERRA AVE.
ELEVA 770N: if 1428.609
Prepared Under The Supervision Of .
C/T Y F F N
O O TANA, CALIFORNIA
ak
PREPARED
MADOLE AND ASSOCIATES, INC./NSTORM
DRAIN IMPROVEMENT T PLANS
G 2
c
p0
DRAWN BY
SC
w No. 36637
760-A S. ROCHESTER A VENUE
DJ
DETA/L SHEET
AS SHOWN
N
EX 06-30-06
P� >
ONTARIO, CA 91761
PHONE (909) 937-9151
�' C 16569
I
N
DESIGNED BY.•
DA �.
s�qT C / v �- ����-
CFB
,`
OCT 2005
NECKED BY. '--"APP
�j
OVED
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DRAWING NO.
3
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199563 -O
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CITY ENG/NE R R.C.E. 51152 DA -1-E
WENDELL Lr'
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J:\126-2001\storm\sd03.dwa. 12/7/200511:10:41 AM. Gerrv. Gerry