HomeMy WebLinkAbout2967-53 -15M(•4) J BARS.
1.4 m (4'-8•) LONG,
75 mm (3.1 OC CONTINUE F
ADDITIONAL BARS
ISO mm (64 OC To INSIDE
EDGE OF MANHOLE
125 mm x 50 mm (5•x
21 PIPE SEAT
3-D BARS. 75 mm
(39 OC CONTINUE
150 mm (61) OC�
4-20M06) E BARS
SEE NOTE 3
IOM O 450 mm (93
OR M O 18') OC
TIE BARS
A 6 BBARS
eT.Tnu nT Nt
4A ROUND TO 75 mw (31 R
Di F OPTIONAL FILLET
1 02� 1 F
PLAN
(SHAFT NOT SHOWN)
F BARS
TIE
BARS
�•1
SECTION G -G
OMIT THIS STEP IN
PAVED STREETS--\
H BAR -�
150 mm [6•)-�
400 wn (161) FOR. PAVI
STREETS, 650 mm (21 -
FOR UNPAVED STREET:
150 mm
TIE BARS -
SPUR
Iso mm (64
ANY STANDARD
PIPE JOINT DETAIL "N"
(RINGS AND COYER NOT SHOWN)
SEE NOTE 2
a
x
x
w
1.2 m OPTIONAL
OUTSIDE
EDGE OF
r CONCRETE
Ci 1C
M Ii=ID
OF SPUR t
WITH A MAX
OF 1030 mm
MANHOLE
SHAFT
PER STD.
PLAN 324
STEPS
123 mm -x 50
(3•x2'1
PIPE SEAT-
ELEV. S
STREET
GRADE
MANHOLE FRAME
AND COVER PER
STD. PLAN 630
0 BARS
/ -TIE BARS
F BARS
/ \TIE BARS -7
A BARS
ELEV. R
•B BARS
4) H
LW18
L 15M O 450 mm (K O 181)
OC BOTH WAYS. TO BE
I5M O 450 mm 04 O 180) OC USED WHEN 8 IS 1500 mm
BOTH WAYS, TO BE USED (60•) OR MORE
WHEN D IS 1500 mm(60•)
OR MORi
SECTION N -M -P -O
CONCRETE RINGS PER
STD. PLAN. 324
125 mm
1 (s•j STREET GRADE
125 mm (5• z 11)
RING SEAT
SECTION C -C
150 mm (6•)
H BAR
VARIABLE
E BARS
TIE BARS
J BARS
-ROUND EDGES TO
75 mm (31 R
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
MANHOLE PIPE TO PIPE .
STANRICPLAN
WD
PUBLIC WORKS STANDARDS INC.,
GREENBOOK COMMITTEE
LARGE SIDE INLET
322-1
t
D BARS
.
REV. teas
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
PIPE
FLOW n
4 O 12•) -
ISO mm
4 O
0
'`OR
UST.
90
F� w
ISMO 300 mm
(0
4) CIRCULAR TIES,
SEE NOTE 9
330-C-23 (360-C-3250) CONCRETE
��- E SHAFT
VALUES FOR T
mm It 50 mm (5• x2•)
3
i125
PIPE SEAT
mm 4•)
h, U- D BARS
II mm I/4•
D BARS
II mm (4 1/
ROUND
If
I mm s•
TO 75 mm (3•) R �f
3 mm l5 I/4•)
P 700 mm it
mw
�I
'-4) ELEVATIONSTATION
I 0 mm
•1/4.1
ELEVATION
1 0
I mm I
LONGITUDINAL SECTION
1 7•
OF BARS SIZES
190 mm (7 i/2')
pa OR B A 0 9 1 0 OR F
1 7 4'
1 • 15M 0 150 mm fM • 6•
mtn
mm •
I mm 42• -21 mm (84'it 7 3• ISM O ISO11
I/
•- 1111111 (07 0 3! OM 6 150
301
TABLE OF VALUES FOR M (SEE NOTE 2)
SECTION PAVEDu MM
TI
111111, 1 MAX. MI .
mm 131-41)
mmII/4•
sl 410 11111111 ow) i Sao iiiiiIii u5n
TABU OF VALUES FOR F
mm (11 /4•
mm mm to IM
3 mm 1 1
5 mm (1 1/
mm 180 mm
04•
I mm 4 I mm
393 mtw 1 1/
mm 1
4 mm 1 1/
I
mm
II mm 4 I mm
mm
mm 1
mm mm
4 mm
I mm 1/2'
mm mm 11r) Dk
1425 mm 1
1 64
I mm mm 10•
I mm 80 mm 1 I/4•
1725 mm mw I /4
I mm 0 mm N• iiiiiivii
00 mm II /41 HMmm
2100 mm (84.1 mm I / )
0 mm 1 1/49 235
1499 mm 55 mm 4•
•)
mm 10 mm Is 1/
mm 1 mw
s 1141 4 sx. 1 1
mm 1 0• 4 mm 1
I mm I , mm U
mm 132') 44s mrnn 1/
4 mm ' 4 mm 1143013300
113M 14.5 (17 I/r)j
AMERICAN PUBLIC WORKS ASSOCIATION CALIFORNIA CHAPTER
-SOUTHERN.
STANDARD PLAN
MANHOLE PIPE TO -PIPE (LARGE SIDE INLET)
322-1
TA
VALUES FOR T
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
3
O mm 1
mm 4•)
I
II mm I/4•
430 mm 18•
II mm (4 1/
I mm s•
600 4.1
3 mm l5 I/4•)
67s mm 2
mw
mm
I 0 mm
•1/4.1
h
9 mm
1 0
I mm I
5 mm 39.1
1 7•
1050 mm (42')
190 mm (7 i/2')
11 mlx
1 7 4'
4 •
mtn
1•
I/
301
U2•
ft�(5411
mmII/4•
mm (11 /4•
00 mm 184•
mm
mm
3 mm 1 1
5 mm (1 1/
4 mm 6'
04•
SO I
mm 1
am 114•
1 •
0 mm 1 6')
393 mtw 1 1/
mm 1
4 mm 1 1/
I
mm
O � 1
mm
mm 1
3600 mm 144•
4 mm
ISMO 300 mm (0
32230
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
3
3
SHEET 2 OF 4
Iso mm CUT Nt
6') MIN
3.14 (Do.,,
DETAIL 'A' (SEE NOTE 10)
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 (00-0 ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT.
BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE
TUBE IN THE PIPE.
D L T
300 m 250 m (128) 300 mm 112'1 100 min 14•)
430 mm (18.) 300 mm (12•) 123 srll ($y
600 mnl (24•f 300 mnl (12') ISO mNr 16h
Iso mm (30•) Oso mm (18•) 173 mw (rf
900 mm (36•) 430 mm q8•) 225 am (tp)
IOSO mm (42• 430 aM1 (18') 223 Illw (>i•)
1200 mm (48• 430 mm Ue•) 111111 (f0')
1425 mm (57,111450 mm (18') P1000
mm (IOy
1500 mm (60' Sts mm 121'1 all (H•)
1650 mm (66• 525 mm (2!y � (H•f
1800 mm (72' 600 mm (24' m
-
INTERIOR SURFACE
OF PIPE
DETAIL "B"
TYPICAL JOINT FOR
REINFORCED CONCRETE
PIPEPRCWAJL(MTM BY THE STANDARD
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
INC., CONCRETE COLLAR FOR RCP �""
`�E�"°°„�`°""'� 300 mm 12" THROUGH 1800 mm 72" 380. 2
RFV. tie USE YYtTH STANDARD SPECIFlCAT(ON8 FOR PUBLIC WORKB CONSTRUCTION
NOTES
I. VALUES FOR A. B. C. D1, D2, ELEVATION R AND ELEVATION S ARE
SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE
WALL OF STRUCTURE.. .
2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 867 mm (2'-10 I/20) FOR PAVED STREETS OR 1060 mm (3'-60) FOR
UNPAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND
DETAIL 'N'. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED
PER SECTION C -C. WHEN DIAMETER DI IS 1200 mm (48') OR LESS. CENTER
OF SHAFT MAY BE LOCATED PER NOTE 3.
3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF
STORM GRAIN WHEN DIAMETER DI IS 1200 mm(48') OR LESS. IN WHICH
CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH
CENTER LINE.
4: LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS,
BUT ANY CHANGE IN LOCATION OF SPUR MUST- BE APPROVED BY THE
ENGINEER.
5. P SHALL BE 125 mm (5•) FOR D2=2400 mm (96•) OR LESS AND 200 mm (8')
FOR D2 OVER 2400 mm (960).
6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615,
GRADE 40), AND SHALL TERMINATE 40 mm (I I/2') 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 THE TABULAR VALUES OF
F SHOWN ON TABLE, 5H. I.
10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE
LOCATED ON SIDE RECEIVING THE SMALLER LATERAL.
II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (14•) TO 375 mm (15•) OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24•) ABOVE THE INVERT.
12. THE FOLLOWING CRITERIA SHALL 8E USED FOR THIS MANHOLE=
A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS INADE-
QUATE. MAIN LINE' = 900. mm (36") INSIDE DIAMETER OR LARGER.
B. LATERAL 300 mm (12•) TO 3600 mm (144•)
32230
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
3
600 mm (240) TO 750 mm (300)
3
-825 mm (33•) TO 1425 mm (57')
4
SHEET 1 OF 2
5
U2•
Iso mm CUT Nt
6') MIN
3.14 (Do.,,
DETAIL 'A' (SEE NOTE 10)
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 (00-0 ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT.
BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE
TUBE IN THE PIPE.
D L T
300 m 250 m (128) 300 mm 112'1 100 min 14•)
430 mm (18.) 300 mm (12•) 123 srll ($y
600 mnl (24•f 300 mnl (12') ISO mNr 16h
Iso mm (30•) Oso mm (18•) 173 mw (rf
900 mm (36•) 430 mm q8•) 225 am (tp)
IOSO mm (42• 430 aM1 (18') 223 Illw (>i•)
1200 mm (48• 430 mm Ue•) 111111 (f0')
1425 mm (57,111450 mm (18') P1000
mm (IOy
1500 mm (60' Sts mm 121'1 all (H•)
1650 mm (66• 525 mm (2!y � (H•f
1800 mm (72' 600 mm (24' m
-
INTERIOR SURFACE
OF PIPE
DETAIL "B"
TYPICAL JOINT FOR
REINFORCED CONCRETE
PIPEPRCWAJL(MTM BY THE STANDARD
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
INC., CONCRETE COLLAR FOR RCP �""
`�E�"°°„�`°""'� 300 mm 12" THROUGH 1800 mm 72" 380. 2
RFV. tie USE YYtTH STANDARD SPECIFlCAT(ON8 FOR PUBLIC WORKB CONSTRUCTION
NOTES
I. VALUES FOR A. B. C. D1, D2, ELEVATION R AND ELEVATION S ARE
SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE
WALL OF STRUCTURE.. .
2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 867 mm (2'-10 I/20) FOR PAVED STREETS OR 1060 mm (3'-60) FOR
UNPAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND
DETAIL 'N'. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED
PER SECTION C -C. WHEN DIAMETER DI IS 1200 mm (48') OR LESS. CENTER
OF SHAFT MAY BE LOCATED PER NOTE 3.
3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF
STORM GRAIN WHEN DIAMETER DI IS 1200 mm(48') OR LESS. IN WHICH
CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH
CENTER LINE.
4: LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS,
BUT ANY CHANGE IN LOCATION OF SPUR MUST- BE APPROVED BY THE
ENGINEER.
5. P SHALL BE 125 mm (5•) FOR D2=2400 mm (96•) OR LESS AND 200 mm (8')
FOR D2 OVER 2400 mm (960).
6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615,
GRADE 40), AND SHALL TERMINATE 40 mm (I I/2') 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 THE TABULAR VALUES OF
F SHOWN ON TABLE, 5H. I.
10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE
LOCATED ON SIDE RECEIVING THE SMALLER LATERAL.
II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (14•) TO 375 mm (15•) OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24•) ABOVE THE INVERT.
12. THE FOLLOWING CRITERIA SHALL 8E USED FOR THIS MANHOLE=
A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS INADE-
QUATE. MAIN LINE' = 900. mm (36") INSIDE DIAMETER OR LARGER.
B. LATERAL 300 mm (12•) TO 3600 mm (144•)
32230
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
3
600 mm (240) TO 750 mm (300)
3
-825 mm (33•) TO 1425 mm (57')
4
SHEET 1 OF 2
5
INSIDE DIAMETER: HOWEVER,
THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF
THE MAIN LINE.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
NOTES
I. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE
EXCEEDS 10 PERCENT.
2. FOR CURVE JOINTS (SEE DETAIL B. SHEET I)
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
.THAT IS GREATER THAN 25 mm (1•). BUT IS LESS THAN 75 mm((30)
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 (30), BUT LESS THAN
150 mm (6'), A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR
SPACE IS 150 mm (6') OR GREATER. A TRANSITION STRUCTURE
IS REQUIRED.
3. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON
THE MAIN LINE.
4. CONNECTOR PIPES
A. WH -ERE 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 a IS EQUAL TO OR LESS THAN Qt, JOININVERTS AND
WHEN DI IS GREATER THAN D2. JOIN SOFFITS.
5. FOR PIPE LARGER THAN 1800 mm (72") 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
32230
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
mm (3') OR LARGER.
CIRCULAR TIES
PIPE DIAMETER
NO. OF
CIRCULAR TIES
525 mm (21') OR LESS
3
600 mm (240) TO 750 mm (300)
3
-825 mm (33•) TO 1425 mm (57')
4
1500 mm (60') TO 1800 mm (72•)
5
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 (68) 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 U$f0 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 SH4L BE COMPLETELY FILLED WITH MORTAR AND
NEATLY POINTED.
II. 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 TRIC 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
D PLAN
STANDARMETRIC
380-2
SHEET 2DF2
CONCRETE COLLAR FOR RCP
300 mm 12" THROUGH 1800 mm 72"
13. MANHOLE FRAME AND COYER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN.
14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN.
15. WHERE A MANHOLE SHAFT - 900 mm (360) WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 326.
16. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER IS
SPECIFIED"REFER TO STANDARD PLAN 328.
17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (361 WITHOUT IS
SPECIFIED REFER TO STANDARD PLAN 329.
18. 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 - 91.4 mm (361 WITHOUT
REDUCER
-630 610 mm (241 MANHOLE FRAME AND COVER
633 914 mm t361 MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEPul
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
322-1
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
SHEET 4 OF 4
J:\826-1180\storm\sd5.dwg, 12/20/2001 11:52:41 AM, of