HomeMy WebLinkAbout3296-33-15M(+4l J BARS. 441. ROUND TO 75 mm (3') R 2 m OPTIONAL
--
1.4 m (4'-8') LONG, (4'-0') OUTSIDE
OPTIONAL FILLET
EDGE OF
75 mm (3') OC CONTINUE
ADDITIONAL BARS F - D1 F T CONCRETE
150 mm (61 OC TO INSIDE r
EDGE OF MANHOLE
d (�C
STATION C SPUR - 4-1511(+4) H
125 mm x 50 mm (5'x 150 mm {61 L- BARS 900 mm
I,
21 PIPE SEAT 01 ANY STANDARD (3'-4') LONG
3-D) BARSCONTINUE PIPE JOINT DETA L "N*
150 mm (61 OC
• (RINGS AND COVER NOT SHOWN)
4-20M(+61 E BARSr `O SEE NOTE 2
SEE NOTE 3
IDM 0 450 mm (+3
OR +4 0 18') OC14
f : �'� 0Q
TIE BARS �`
A 5 B BARS
N i M R- I D STREET
OF SPUR t GRADE
6 WITH A MAX. MANHOLE FRAME
OF 1050 mm AND COVER PER
F pZ----I --F (3'-6'1 MANHOLE -- - w STD. PLAN 630
i J
SHAT
PLAN PERFSTD, I- D BARS
(SHAFT NOT SHOWN) PLAN 324 --- w TIE BARS
STEPS w F BARS
�I I TIE BARS
,n -w- �-
F BARS 125 mm 2 50 mm
TIE (5'x2') ;
BARS PIPE SEAT- F 1 I F
T_ C) ELEV. S 25 W
SECTION' C -C
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
A BARS
I t25 rwn
EL€V. R
(51 m
-B BARS
--r-T'-
1922
REV. 1296
SHEET 1 OF 4
SECTION' C -C
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
MANHOLE PIPE TO PIPE
STANDARD PLAN
METRIC
PUBLIC WORKSS7ANDARDSINC,,
GREENBO COMMITTEE
LARGE SIDEINLET)
--r-T'-
1922
REV. 1296
SHEET 1 OF 4
15M 0 450 mm 1+4 O 18')
20M O 75 mm (*6 O 3')
OC BOTH WAYS. TO BE
SECTION G -G
15M O X450 mm 144 0 18'1 OC USED WHEN B IS 1500 mm
OM O 150 mm +6 O 6'
BOTH WAYS, TO BE USED (601 OR MORE
1350 mm230
WHEN 02 IS 1500 mm (601
1425 mm 57.)
OR MORE
1500 mm 1609
SECTION N -M -P -O
1575 mm (63')
y- CONCRETE RINGS PER
OMIT THIS STEP IN
STD. PLAN 324
PAVED STREETS
125 mm
i 15'1 STREET GRADE
H BAR
,,, 125 mm x 25 mm (5 x I'1
150 mm (6•)
300 mm (11 3/41
UJ _j RING SEAT
320 mm (12 1/21
2250 mm 190•)
335 mm 413 1/41
404 mm 061 FOR PAVED
150 mm (61
STREETS, 650 mm (2'-2'
395 mm (I5 1/21)
H BAR
FOR UNPAVED STREETS
sa
420 mm 116 1/2'
3000 mm 11201
430 mm (17')
150 mm 161
��
3300 mm (132')
445 mm (17 1/2')
VAR I ABLE
TIE BARS ---r
455 mm (18'
E BARS
150 mm 6'
405 mm (16'1
2850 mm (1141
TIE BARS
3000 mm 020')
F
F
J BARS
3300 mm&I
117 1/0)
3450 mm (138')
ROUND EDGES TO
3660 mm 0441
1 455 mm (181)
75 mm (3') R
SECTION' C -C
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
MANHOLE PIPE TO PIPE
STANDARD PLAN
METRIC
PUBLIC WORKSS7ANDARDSINC,,
GREENBO COMMITTEE
LARGE SIDEINLET)
322 - 1
1922
REV. 1296
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
� --- C SHAFT
1 125 mm x 50 mm (5' x2')
PIPE SEAT
v
D BARS
All
ROUND EDGES `
TO 75 mm (3') R
P 700 mm �N:
'-4 )C"ELEVAON
ELEVATION
LONGITUDINAL SECTION
TABLE OF VALUES FOR M SEE NOTE 2)
SECTION PAVED STREET (NPAVED STREET
MAX. MIN. MAX. MIN..
N -M -P -O 667 mm 42'-10 1/29 1060 mm (3'-61)
C -C 282 mm (111 1 217 mm 46 1/2'1 1 410 rnm 1161) 1380 mm (IS')
TABLE OF
TABLE OF BARS SIZES
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
02 ORA
A&8
1 0 O F
300 mm 12')-975 mm 39'
ISMO 75 mm 05 0 3')
154_0 150 mm (+4 O 61)
1050 mm (42')-2100 mm (B4')
20M O 75 mm (*6 O 3')
115M 0 150 mm 1+5 O 6')
0 mm (90.1-3600 mm 144')
•
OM O 150 mm +6 O 6'
TABLE OF VALUES FOR M SEE NOTE 2)
SECTION PAVED STREET (NPAVED STREET
MAX. MIN. MAX. MIN..
N -M -P -O 667 mm 42'-10 1/29 1060 mm (3'-61)
C -C 282 mm (111 1 217 mm 46 1/2'1 1 410 rnm 1161) 1380 mm (IS')
TABLE OF
VALUES FOR
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
300 mm (12')
00 mm 36'
165 mm (6 I/2')
975 mm (3 51
180 mm (71
1050 mm 1421
190 mm 7 1121)
1125 mm 445.1
195 mm (7 3/4.1
20 mm 48'1
205 mm 8'1
1275 mm (51.)
215 mm 18 1/2')
1350 mm230
mm (9')
1425 mm 57.)
235 mm 9 1/4.1
1500 mm 1609
40 mm 9 1/2*)
1575 mm (63')
255 mm (I O')
1630 mm (66'1
260 mm (10 1/4')
1725 mm 691
273 mm (IO 3/41
1800 mm 172')
280 mm 011
1950 mm (78')
300 mm (11 3/41
2100 mm (84.)
320 mm (12 1/21
2250 mm 190•)
335 mm 413 1/41
2400 mm (96•)
355 mm (141)
2550 mm (102')
395 mm (I5 1/21)
2700 mm (108'
40 mm l 6.1
2850 mm (114')
420 mm 116 1/2'
3000 mm 11201
430 mm (17')
3150 mm 026.1
430 mm (I7')
3300 mm (132')
445 mm (17 1/2')
3450 mm (138')
445 mm (17 1/2')
0 mm 144'
455 mm (18'
TABLE OF VALUES FOR T
STANDARD PLAN
METRIC
322-1
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
300 mm (12')
100 mm (4')
375 mm (15')
110 mm 14 1/41
450 mm 081
115 mm (4 1/2'1
525 mm (211)
125 mm (511
600 mm (24')
135 mm (5 1/4'1
6T5 mm (27)
140 mm 1/ 21)
750 mm (301)
150 mm (61)
825 mm (33.1
160 mm (6 1/41
900 mm 4361)
165 mm (6 1/2'1
975 mm (39')
160 mm 7'
1050 mm (421)
190 mm 17 1/211
1125 mm 145')
195 mm (7 3/4')
1200 mm (481)
205 mm 181
1275 mm (511
215 mm (8 1/211
1350 mm (54')
230 mm (91)
1425 mm (571
235 mm 19 1/4')
1500 mm (601
240 mm (9 0/21)
1575 mm (63')
255 mm (10•)
1650 mm (66')
260 mm (10 1/4')
1725 m (9`)
m 6
275 mm 110 3/4'
1800 mm (72')
280 mm (11')
1950 mm ( 8'!
300 mm (11 3/41)
2100 mm (84')
320 mm (12 1/2')
2250 mm (901
335 mm (13 1/4')
2400 mm (96')
355 mm (14')
2550 mm 00_21
395 mm (15 1/21)
2700 mm (1081
405 mm (16'1
2850 mm (1141
420 mm 06 1125-
3000 mm 020')
430 mm (171)
3150 mm (126•)
430 mm (17)
3300 mm&I
117 1/0)
3450 mm (138')
1 445 mm 117 I/2')
3660 mm 0441
1 455 mm (181)
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
322-1
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
SHEET 2 OF 4
NOTES
1. 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'-6') 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 (481 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 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 (81
FOR D2 OVER 2400 mm (961.
6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 3OO(ASTM A 615.
GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2') 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. SH, 1.
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 (14') TO 375 tram (151 OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (240) ABOVE THE INVERT.
12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE
A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS INADE-
OUATE. MAIN LINE = 900 mm (361 INSIDE DIAMETER OR LARGER.
B. LATERAL = 300 mm (120) TO 3600 mm (144') 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
322 - 1
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
SHEET 3 OF 4',
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 (369 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 (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 - 900 mm t36') WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
32.9 PRESSURE MANHOLE SHAFT - 914 mm (36.1 WITHOUT
REDUCER
630 610 mm (241 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
c9 mI
Exp.
`f'1,Q1 CMI.
FOF (:R.LEE��
BASIS OF BE GS
BEARINGS ARE BASED ON THE SOUTH LINE OF
THE SW 1/4 OF SEC. 36, T1N, RK SBB & M
BEING N89'58'21 "W AS SHOWN ON TR. 16085-1
RECORDED MAP BOOK 282, PGS 16-20, RECORDS
OF SAN BERNARDINO COUNTY.
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE B CI J Prepared By: OF ESS ��T� �F F TA A$ LIFO IA
f� O SHOLI D CO S r UC ID�� OF REQUMED Q
/n� TT /n�� �� 77``''�� •�T RING R o 'DR IN RIP
/�
PREPARED FOR:. !`�L�Cld7.l! EGI�IEFFING wr ' I PL9r
NOMS O S. NAS..
rrJT••-°'•�•-*•jj°� ,� CALTRANS BENCHMARK NO. 8-17 �, �� �J�� ''� �2
TV70 YEARS OF TIM DATE OF APPROVAL YOU= G ,. ., , >,n . T o F�
CAP IN CONCRETE S.C.E. TOMER LEG. ,� Ci.n.. �,ngmeern��8 - -an-
BRASS Surveying -Land Planning � Z DRAW BY: Scale:
SI'ID>���i HEREON AND FORTH IN A 10370 TRADEMARK STREET 343' N/0 HIGHLAND AVENUE, 0.2 MI. W/0 � 8253 Sierra Avenue 1a m
Ld No. 43976 m AE T ACT NO ' 16346 As NOTED
DUMENT I'�.ANWA TIS CITY ENG. Y RANCHO CUCAMONGAWORKING, CA 91730 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE Fontana, California 92335 � Ex 6/30/05 � �T
DIAL +�` TWO
BEFORE REQUIRE IIEVISIOIYS TO THE PLASS TO (909) 477-6715 OF S.C.E TOWER 19.5; 2.65 MI. W. ALONG (909) 356-1815 Fax (909) 356-1795 * P* DESIGNED BY: ; _ -NO Dale:
BEFORE' HIGHLAND AVENUE FROM SIERRA AVENUE s P AE
YOU DIG YOU DIG JUNE 2004
B G INTO CQ i� DANCE VAM Z -�� c l v I � ,
TOLL FREE _ 1-800-227-2600 COMMONS AND STA�DAIS EFFECT David S. Hammer, A.C.E. 43976 D to FOFCgL1E� CHECKED BY: ApprovedT-7-0Z Dwg. No. $
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT I �f1,1 yv 6 S 3 D, ELEVATION: 1428.6090 (expires 6/30/2005) ml ( CITY ENGINEER R.C.E. 51152 DATE: �'