HomeMy WebLinkAbout3239-5A3 -151(•41 J BARS.
1.4 m (4'-81 LONG,
75 num (3.1 OC CONTINUE
ADDITIONAL BARS
150 mm (61) OC TO INSIDE
EDGE OF MANHOLE
123 mm x SO mm (:
21 PIPE SEAT -
3-D BARS. 75 mm
(31 OC CONTINUE
150 mm (6') OC -
4 -20M(86) E BARS
SEE NOTE 3 -
IOM O 450 mm 03
OR •4 O 186) OC
TIE BARS -,
A & B BARS -J
PLAN
(SHAFT NOT SHOWN)
OMIT THIS STEP IN
PAVED STREETS--\
H BAR--\
150. mrn (6')�
400 mm (161) FOR PAVi
STREETS. 650 mm (2' -
FOR UNPAVED STREET;
TIE
ROUND TO 73 men (31 R
- OPTIONAL FILLET
/-E SPUR
150 mm (61
ANY STANDARD
PIPE JOINT
R=1D
OF SPUR t
WITH A MAX.
OF 1050 mm
MANHOLE
SHAFT
PER STD.
PLAN 324-
STEPS
24
STEPS-
1.2 m
OPTIONAL
OUTSIDE
EDGE OR
CONCRETE
DETAIL "N"
(RINGS AND
COVER NOT SHOWN)
SEE NOTE 2
i- STREET
GRADE
MANHOLE FRAME
AND COVER PER
ly STD. PLAN 630
a
L I5M O 450 mm (04 O 189)
OC BOTH WAYS. TO. BE
15M O 450 mm 04 O 18•) OC USED WHEN B IS 1500 mm
BOTH WAYS. TO BE USED V (604 OR MORE
WHEN D2. IS 1500 mm (601)
OR MORE
SECTION N -M -P -O
CONCRETE RINGS PER
STO. PLAN, 324
TREET GRADE
125 mm It 25 mm (5• x I')
di RING SEAT
F- 150 mm (69
_H BAR
`-VARIABLE
E BARS
TIE BARS
F F J BARS
ROUND EDGES TO
75 mm (39 R
SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THESTA
MANHOLE PIPE10 TO P I P E
NDARD PLAN
METRIC
PUBLIC WORKS STANDARDS INC.,
GREENBOOKCOMMITTEE
LAR GE SIDE INLET
322-1
1992
- -
00
REV. 1996
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
�- E SHAFT
T
B
1
125 mm x 50 mm (51 x20)
PAVED STREET
MAX. MIN
UtiPAVE
MAX.
PIPE SEAT
- -
00
O min (121-975 nun 9•
D BARS
7S mrn
•
D BARS
10 mm (42•)-210 nun ( 4.)
2 N
7
ROUND EDGE3
'IP
- 14
2 a 1 •
TO 73mm(3)R 1
I
260 � (10 1/4.1
P 7004)
mm I
I mm l
280 nus II')
L9550 mn (78•
ELEVATION
2100 nue (84.1
320 mm (12 (/2•)
ATI
,�T •N
I
400 mm 96•
!98434111
353 men 4•I
ELEVATION
9 mn IS /2•)
2700 nun 108•
mm
LONGITUDINAL SECTION2250
420 men lib I
000 nun (120•
430 mm lir
I n"n (12 '
430 men 117•
3300 men (132'
445 mm 17 I/2')
45 mm (138•
44 mm 17 I/r
LH -0 144'
53 18'
395 me. (IS 1/r
270 man (10
S mee 18'
28mlw (114'
42 mrin 1 /
300%0 men 120"
mm
3150 mm !26•
men 17'
M
450 True (018'
--TABLE OF
600 mm 144•
4 rtrn (18'
to
975 (399
1200 (481) 205
1450
235
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN. CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
322-1
TABLE
T
B
Sit
SECTION
PAVED STREET
MAX. MIN
UtiPAVE
MAX.
Aa
- -
00
O min (121-975 nun 9•
I
7S mrn
•
ISN O 15 mn (•4 O 6•
10 mm (42•)-210 nun ( 4.)
2 N
7
(• 3•
ISN O 150 nun (•S
- 14
2 a 1 •
175 mm 6
•
I
TABLE
VALUES
men ►2•
SECTION
PAVED STREET
MAX. MIN
UtiPAVE
MAX.
STR T
MIN.
- -
rtan
/
' -6•
1060 mm ;3:7 -
C 2
(I • 217 nun (8 ►/
41 map 8'
38 nun 0
140
IS
(811
-1 233 ts
SHEET 3 OF 4
men ►2•
em•
mnl /
+�1
Iso mnl (r
10 mm 4r
i mea / •
112 mm 4S•
19 man ( /4.1
mm
mm 8•
1273 mm (SI•
ever" (51011
2 mnl
�n
9 I/
m
Iso m (609
2 a 1 •
175 mm 6
S min (lo•
I mm 88"
260 � (10 1/4.1
mrn (5911
mm I
I mm l
280 nus II')
L9550 mn (78•
300 mm I /4'
2100 nue (84.1
320 mm (12 (/2•)
225 mm O'
33 m 3 1/4•
400 mm 96•
!98434111
353 men 4•I
2534 men 102')
9 mn IS /2•)
2700 nun 108•
mm
2830 m m (114•
420 men lib I
000 nun (120•
430 mm lir
I n"n (12 '
430 men 117•
3300 men (132'
445 mm 17 I/2')
45 mm (138•
44 mm 17 I/r
LH -0 144'
53 18'
TABLE OF VALUES FOR T
SHEET 3 OF 4
men ►2•
loo ream a•)
373 mm (Is")
II
430 nun {I8•
IIS nun (4 I/2'
Sts mm l21•
125 mes (Y
800 nxe (24•)
135 men lS I/4')
s7s mm ler)
mm /
Iso mn (30')
Is mm 8'I
823 mn► l33•
I 0 mm I/4'
900 nun 36•
1 nun I/
975 mm (39•
18 nue 7•
1050 mm 42')
190 nun l7 (/2•)
112 men 45'
19 mm 4•
120 4
0 mm
127 mm {51'
21 mm t I/2•)
1350 mm (34')
230 stun (9•
1423 mm (S7')
mm /4•
1500 nun 8
240 mm ( 1/r
137 rew 63'
253 mm I •)
1650 nun 8 ')
6 rrun (10 I/4'
172 . tmn {89'
73 nun 10 /4•
IS O mm l72•)
280 mm [II'I
I mm
300 mm (11 /4•
2100 men t84'
320 mm 112 V.
men 9
3 Brun (13 1/4•
2400 mm (98•)
333 mm (14•
2550 men (t02•
395 me. (IS 1/r
270 man (10
S mee 18'
28mlw (114'
42 mrin 1 /
300%0 men 120"
43 mm (1
3150 mm !26•
men 17'
M
450 True (018'
mm 1 /
445 mm I /
600 mm 144•
4 rtrn (18'
NOTES
I. VALUES FOR A. B. G. DI.
SHEET 3 OF 4
SHEET 2 OF 4
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 PAYED STREETS OR 1060 mm (3'-6') FOR
UNPAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND
DETAIL ON,. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED
PER SECTION C -C. WHEN DIAMETER D( 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 DRAIN WHEN DIAMETER D( IS 1200 mm(480) 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') 4R LESS AND 200 mm (8')
FOR D2 OVER 2400 mm (960
).
6. REINFORCEMENT SHALL CONFORM T4 ASTM A 6151. GRADE 300(ASTM A 615.
GRADE 40). AND SHALL TERMINATE 40 mm (I 1/21
) CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE. SHOWN.
7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
S. BODY OF MANHOLE SHALL 8E POURED IN ONE CONTINUOUS OPERATION
EXCEPT THAT A CONSTRUCTION JOINT WITH
A LONGITUDINAL KEYWAY
MAY 8E 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, SH. I.
10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE. SHAFT SHALL 6E
LOCATED ON SIDE RECEIVING THE SMALLER LATERAL.
11.
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 BE USED FOR THIS MANHOLE=
A. THIS STANDARD PLAN 13 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 (1440
) 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
METRIC
MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1
13. MANHOLE FRAME AND COVER 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 (36') WITHOUT REDUCER IS
SHEET 3 OF 4
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 (36') 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 - 940 mm (36') WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT
REDUCER
630 610 mm (240
) MANHOLE FRAME AND COVER
633 914 mm (36•) MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER srAIM�Dr�PIAN
MANHOLE PIPE TO PIPE (LARGE SIDE INLET) OF 4