HomeMy WebLinkAbout3700-63 -151(04) J BARS.
A
1.4 m (4'-8') LONG,
125 mm
75 mm (31 OC CONTINUE F
D F
-- I
ADDITIONAL BARS
'
125 mm x 25 mm (5' x 1")
± 150 mm (61 OC TO INSIDE
EDGE OF MANHOLE
€
Q'
i STATION
\ m I•-
125 mm x 50 mm (5'x
- w
20) PIPE SEAT
3-D BARS. 75 mm
cn
l
(30) OC CONTINUE
TIE BARS
i
150 mm (6") OC
i
1
A BARS_ I 125 rnm
4-20M(*6) E BARS
ELEV. R (5') m
SEE NOTE 3
1725 mm (691
IOM 01 450 mm (03
B BARS
OR 94 Q 180) OC -'
151 Q 450 mm 04 0 18')
300 mm (11 3/4')
TIE BARS
TIE BARS
F
A 8. B BARS
F
I
[TATtA►1 DT NT
395 mm (15 1/29
I I 1
F T==x4D-2 F
PLAN
(SHAFT NOT SHOWN)
F BARS
TIE T -
BARS
H
SECTION G -G
ROUND TO 75 mm (3') R
OPTIONAL FILLET
SPUR
150 mm (61
-ANY STANDARD
PIPE JOINT
1.2 m OPTIONAL
OUTSIDE
EDGE OF
CONCRETE
C; +C
L 4-15W@4) H
BARS 900 mm
(3' -Oa) LONG
DETAIL "N°
(RINGS AND COVER NOT SHOWN)
p�O y Y�
`0`� 4 G
i�R=1D
OF SPUR t
WITH A MAX.
OF 1050 mm _
(3'-66) MANHOLE
SHAFT
PER STD.
PLAN 324 --
STEPS E
o '
125 mm x 50 mm -T
(5"x2')
PIPE SEAT F
1
ELEV. S 2s
OMIT THIS STEP IN
PAVED STREETS
H BAR
150 mm (60)_�,
400 mm 061 FOR PAVED
STREETS, 650 mm (2' -2'1�
FOR UNPAVED STREETS
130 mm (60)
TIE BARS --j-
150 mm (6')
SEE NOTE 2
STREET
15M O 450 mm (+4 a 181 OC USED WHEN B IS 1500 mm
BOTH WAYS. TO BE USED (600) OR MORE
WHEN D2 IS 1500 mm (600)
OR MORE
SECTION N -M -P -O
CONCRETE RINGS PER
GRADE
MANHOLE FRAME
125 mm
AND COVER PER
'(5
STD. PLAN 630
'
125 mm x 25 mm (5' x 1")
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
s W m RING SEAT
Q'
NQ
\ m I•-
D BARS
- w
TIE BARS
cn
F BARS
I
T
TIE BARS
i
'
i
1
A BARS_ I 125 rnm
I F
ELEV. R (5') m
VAR I ABLE
1725 mm (691
275 mm (10 3/4")
B BARS
E BARS
151 Q 450 mm 04 0 18')
300 mm (11 3/4')
OC BOTH WAYS. TO BE
15M O 450 mm (+4 a 181 OC USED WHEN B IS 1500 mm
BOTH WAYS. TO BE USED (600) OR MORE
WHEN D2 IS 1500 mm (600)
OR MORE
SECTION N -M -P -O
CONCRETE RINGS PER
STD. PLAN
324
125 mm
PUBLIC WORKS STANDARDS INC.,
GREENBOOK COMMITTEE
'(5
STREET GRADE
'
125 mm x 25 mm (5' x 1")
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
s W m RING SEAT
�M
NQ
07 0 31
~ 150 mm (60)
215 mm (8 1/2')
1350 mm
H BAR
60
FFIF
1500 mm (601
240 mm (9 1/21
(24•I
255 mm (10")
_
VAR I ABLE
1725 mm (691
275 mm (10 3/4")
1800 mm (721
E BARS
1950 mm (781
300 mm (11 3/4')
2100 mm (84')
TIE BARS
F
335 mm (13 1/41
F
J BARS
2550 mm (102')
395 mm (15 1/29
2700 mm (108•)
ROUND EDGES TO
Lq
J
75 mm (32) R
T Tr
SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
MANHOLE PIPE TO PIPE
ARD P
STA METRIC LAN
PUBLIC WORKS STANDARDS INC.,
GREENBOOK COMMITTEE
(LARGE SIDE INLET)
322-1
1992
REV. 19%
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
REV.
VVVVV
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I T U 1JlLi \ / I UU VlC! I
o TOLL FREE 1-800-227-2600
o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
a
REVISION DESCRIPTION
�-- ;_ SHAFT
E 125 mm x 50 mm (5' x2')
E PIPE SEAT
o v I D BARS
D BARS
ROUND EDGES I P
TO 75 mm (3') R
u- P 700 mm TI
-41 ELEVATION I I
STATION
ELEVATION
LONGITUDINAL SECTION
TABLE OF VALUES FOR M (SEE NOTE 2)
SECTION PAVED STREET UNPAVED STREET
MAX. MIN. MAX. MIN.
IN -M -P-0 867 mm (2'-10 1/2") 1060 mm (3-60)
C -C 282 mm (II') 217 mm (8 1/2') 410 mm (161 1380 mm (154)
TABLE OF
TABLE OF BARS SIZES
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
ORB
A 8 B
DORF
300 mm 121-975 mm 39')
15M O 75 mm •5 O 3")
15M O 150 mm ("4 O 6")
1050 mm (420)-2100 mm (841
20M O 75 mm (&6 0 36)
15M O 150 mm (#5 O 61
50 mm (90')-3600 mm (144.)
07 0 31
20M O 150 mm •6 O 6•)
TABLE OF VALUES FOR M (SEE NOTE 2)
SECTION PAVED STREET UNPAVED STREET
MAX. MIN. MAX. MIN.
IN -M -P-0 867 mm (2'-10 1/2") 1060 mm (3-60)
C -C 282 mm (II') 217 mm (8 1/2') 410 mm (161 1380 mm (154)
TABLE OF
VALUES OR
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
300 mm (121
900 mm 36'
165 mm (6 1/21
975 mm
180 mm (71
1050 mm (42')
190 mm (7 1/21
1125 mm (450)
195 mm (7 3/4')
1200 mm (481
205 mm (8")
1275 mm (51")
215 mm (8 1/2')
1350 mm
230 mm (90)
1425 mm 7'
235 mm (9 1/4")
1500 mm (601
240 mm (9 1/21
1575 mm (630)
255 mm (10")
1650 mm (661
260 mm (10 1/4'11
1725 mm (691
275 mm (10 3/4")
1800 mm (721
280 mm (II')
1950 mm (781
300 mm (11 3/4')
2100 mm (84')
320 mm (12 1/20)
2250 mm (908)
335 mm (13 1/41
2400 mm (960)
355 mm (14•)
2550 mm (102')
395 mm (15 1/29
2700 mm (108•)
405 mm (161
2850 mm (114') 1
420 mm (16 1/2')
3000 mm (120.)
430 mm (170)
3150 mm 0261
430 mm (17')
3300 mm (1321
445 mm (17 1/2.)
3450 mm (138')
445 mm (17 1/2')
3600 mm 144")
455 mm (180)
TABLE OF VALUES FOR T
STANDARD PLAN
METRIC
322-1
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
300 mm (121
100 mm (40)
375 mm (150)
110 mm (4 1/4•)
450 mm (18')
115 mm (4 1/29
525 mm (211
125 mm (5.1
600 mm (24')
135 mm (5 1/41
675 mm (272)
140 mm 5 1/2'
750 mm (30')
150 mm (61
825 mm (331
160 mm (6 1/4'l
900 mm (36')
165 mm (6 1/21
975 mm (399
180 mm (71
1050 mm (420)
190 mm (7 1/29
1125 mm (45.)
195 mm (7 3/4')
1200 mm (480)
205 mm (81
1275 mm (510)
215 mm (8 1/2')
1350 mm (54")
230 mm (9•)
1425 mm (57')
235 mm (9 1/41
1500 mm (60')
240 mm (9 1/2")
1575 mm (63')
255 mm (10•)
1650 mm (66')
260 mm (10 1/4")
1725 mm (69')
275 mm (10 3/4.)
1800 mm (72')
280 mm (11')
1950 mm (78")
300 mm 111 3/4')
2100 mm (840)
320 mm (121/20)
2250 mm l90'
335 mm (13 1/4')
2400 mm (96")
355 mm (14')
2550 mm (1021
395 mm (I5 1/2')
2700 mm (108•)
405 mm (161
2850 mm (114•)
420 mm (16 1/20)
3000 mm (1201
430 mm (17')
3150 mm (1261
430 mm (17')
3300 mm 132")
445 mm (17 1/2')
3450 mm (138')
1 445 mm (I7 1/2')
3600 mm (1441
1455 mm (18')
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
322-1
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
SHEET 2 OF 4
DATE I ENGR.I CITY I DATE
SHOULD CONSTRUCTION OF 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
NOTES
I.
VALUES FOR A. B. C. DI. 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 1/21 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 '
l
STORM DRAIN WHEN DIAMETER DI IS 1200 mm(48") OR LESS. IN WHICH .f
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,
i
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 (80)
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 (1 1/2") CLEAR OF CONCRETE SUR-
I
FACES UNLESS OTHERWISE SHOWN.
7.
i
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. SH. I.
i
10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE
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 (140) TO 375 mm (15") OC.'
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24") ABOVE THE INVERT.:
i
12. THE FOLLOWING CRITERIA SHALL BE 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') INSIDE DIAMETER: HOWEVER,'
THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF
i
THE MAIN LINE. i
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
322-1
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
SHEET 3 OF 4
BASIS OF BEARINGS:
THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 36,
TIN, R6W, S.B.M. AS SHOWN ON TRACT 16568,
MB 300/59-62, BEING N 89'59'12-E
ORIGINAL BENCHMARK
PREPARED FOR: CITY OF FONTANA BM -361
R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER
CITY OF FONTANA OF BASELINE AVENUE AND SULTANA AVENUE.
8353 SIERRA AVENUE ELEVATION: 1365.01, SINCE DESTROYED
FONTANA, CA 92335 SITE BENCHMARK
(909) 350-7610 SW CORNER, SEC. 31, TAN., R.5W., S.BM.-2" I.P.
FAX (909) 350-6618 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF
BASELINE AVENUE AND CITRUS AVENUE.
SHATIM 139516
Prepared By:
EE!
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
I L_ (D-1- 0(0
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2007)
13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN.
14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS i
OTHERWISE SHOWN.
i
15. WHERE A MANHOLE SHAFT - 900 mm (36") WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 326.
i
16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (368) 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.
I
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
I
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
STANDARD PLAN
METRIC
322-1
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
SHEET 4 OF 4
Q�pF ESS /C
S. NA�� C �Z
F
2 DRAWN BY:
w No. 43976 m AE
* Exp. 6/30/07 * DESIGNED BY.
EW
s�qT C i v 1 \- ��\P CHECKED BY:
FDF CAL\F� DSH
CITY OF FONTANA CALIFORNIA
CAPITAL IMPROVEMENT PROJECT PHASE IIA
STORM DRAIN IMPROVEMENT PLANS scams:
WALNUT AVENUE DATE: AS NOTED
APWA SMD PLANS MARCH, zoos
P "DVED Bl � DRAWING NO.: 6
CIN -ENGINEER R.C.E. 51152, � 3700
FILENAME: M:\dwg\14908\F1NAL DESIGN\STORM DRAIN\PHASEIIA\WALNUTAVESD6.dwg
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