HomeMy WebLinkAbout3694-143 -15M(•4) J BARS.
4 A
ROUND TO 75 mm (31 R
1.2 m OPTIONAL
OUTSIDE
1.4 m (4'-S') LONG.
RINGS PER
OPTIONAL FILLET
. _
(4 0) �r EDGE OF
75 mm (30) OC CONTINUE
F DI F
MM
CONCRETE
ADDITIONAL BARS
..
T
r
150 mm (64 OC TO INSIDE€
EDGE OF MANHOLE
RING SEAT
9
tc
WQ
N
�
O
Ct
STREETS. 650 mm (2'-2,VII
T C SPUR
FOR UNPAVED STREETS
STATION
I
150 mm (6')
L. 4-15M(•4) H
125 mm x 50 mm t5'x
320 mm (12 I/2•)
150 mm I6•}
BARS 900 mm
2') PIPE SEAT
(
ANY STANDARD
(3'-0') LONG
BARS.
TIE BARS
PIPE JOINT
DETAIL "N"
3•D OCCONTINUE
430 mm (17')
3150 mm (126')
150 mm (6') OC
3300 mm (132')
a
(RINGS AND COVER NOT SHOWN)
SEE NOTE 2
4-20M(•6) E BARS
SECTION
C -C
395 mm (IS I/2•)
SEE NOTE 3
405 mm (16•
�` y
420 mm 16 I/2')
IOM O 450 mm (•3
430 mm (17•)
��
430 mm (17.1
OR 94 a 18') Oc
'
` .N 0
445 mm (17 I/2')
TIE BARS
455 mm (18•}
A 5 B BARS
N
M
STREET
STATION P,STATION
_
R= I D
GRADE
OF SPUR i
WITH A MAX.
MANHOLE FRAME
OF 1050 mm
AND COVER PER
F
p
v
(3'-6')
w STD. PLAN 630
01 -AMF
MANHOLE
J
PLAN
SHASTD.
PER
p BARS
(SHAFT
NOT SHOWN)
PLAN 324
__,_ w TIE BARS
STEPS
U) F BARS
TIE BARS 7
F BARS --\125 mm x 50 MM ~
TIE (5'x2')
BARS T PIPE SEAT F I i -A BARS IA125mn
2s (s• ELEV. R ( )
ELEV. S g BARS
�- 15M O 450 mm (•4 a 18')
OC BOTH WAYS. TO BE
SECTION G -G 15M a 450 mm (@4 O 18') OC USED WHEN B IS 1500 mm
BOTH WAYS. TO BE USED (60') OR MORE
WHEN D2 IS 1500 mm (60')
OR MORE
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
SECTION N -M -P -O
STAInD�iCPU°+N
CONCRETE
RINGS PER
OMIT THIS STEP IN
STD. PLAN
324
PAVED STREETS12,,.25
MM
STREET GRADE
H BAR(5)
25M 0 75 mm •
W 125 mm x 25 mm (5' x 10)
215 mm (8 1/2')
In
RING SEAT
150 mm (6•)
233 mm 9 I/4•)
WQ
N
400 mm (160) FOR PAVED
1575 mm (63•)
~ 150 mm (61)
STREETS. 650 mm (2'-2,VII
H BAR
FOR UNPAVED STREETS
o
I
150 mm (6')
24
_
VARIABLE
320 mm (12 I/2•)
2250 mm (90•)
335 mm (13 I/4•)
TIE BARS ---r-4.
355 mm (t4'I
BARS
150 mm 6'
2700 mm (108')
TIE BARS
2850 mm (114•)
F
F J BARS
430 mm (17')
3150 mm (126')
ROUND EDGES TO
3300 mm (132')
TTT�
75 mm (31) R
445 mm (17 1/2•)
SECTION
C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
MANHOLE PIPE TO PIPE
STAInD�iCPU°+N
PUBLIC WORKS STANDARDS INC..
GREENBOOK COMMITTEE
(LARGE SIDE INLET)
322-1
Im
REV. 1M
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
�- ;_ SHAFT
TABLE OF BARS SIZES
NO E 2
1 125 mm x 50 mm (5' x2•)
A88
E
E PIPE SEAT
300 mm 12' -975 mm 39'
151M O 75 mm •5 O 3'
O N
D BARS
20M Q 7S mm (�6 Q 3'}
15M Q� 150 mm l•5 Q 6')
In �. I
25M 0 75 mm •
M 150 mm • O 6'
215 mm (8 1/2')
D BARS
230 mm t9')
142 mm 57'
233 mm 9 I/4•)
ROUND EDGES
(I p
1575 mm (63•)
255 mm {10•)
TO 75 mm (3 •) R
700
-�•(
12 mm 69')
275 mm 10 3/4')
P mm
I
1950 mm (78')
300 mm (II 3/4•)
'-4 ELEVATION I
320 mm (12 I/2•)
2250 mm (90•)
335 mm (13 I/4•)
2400 mm t96•)
355 mm (t4'I
2550 mm (102•)
STATION
2700 mm (108')
40 mm (16')
2850 mm (114•)
ELEVATION
3000 mm (120•)
430 mm (17')
3150 mm (126')
LONGITUDINAL SECTION
3300 mm (132')
445 mm (I7 I/2')
3450 mm (138•)
445 mm (17 1/2•)
3 00 mm 144'
4SS mm (18'
395 mm (IS I/2•)
2700 mm (106.1
405 mm (16•
2850 mm tll4•)
420 mm 16 I/2')
3000 mm 1120')
430 mm (17•)
3130 mm (126')
430 mm (17.1
3300 mm 132•
4 5 mm tl i/2•)
3450 mm (138')
445 mm (17 I/2')
3600 mm t144')
455 mm (18•}
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
322-1
TABLE
TABLE OF BARS SIZES
NO E 2
0 8
A88
DOR F
300 mm 12' -975 mm 39'
151M O 75 mm •5 O 3'
15M O 150 mm (•4 O 6')
1050 mm {42'1-2100 mm {84')
20M Q 7S mm (�6 Q 3'}
15M Q� 150 mm l•5 Q 6')
0 mm 90•)-3 0 mm 144')
25M 0 75 mm •
M 150 mm • O 6'
TABLE
TABLE OF VALUES FORM (SEE
NO E 2
300 mm (12')
SECTION
IN
PAVED STREET
MAX. MIN.
UNPAVED STREET
MAX. MIN.
-M -P -O
867 mm (2'-10 1/2')
190 mm t7 I/2.)
1060 mm (3'-6')
C -C
282 mm (II•) 217 mm (8 1/2•)
410 mm (I6')
380 mm (IS•)
TABLE
VALUES
300 mm (12')
900 mm 36•
165 mm (6 I/2•)
975 mm
180 mm (7•)
1050 m1350 m (42')
190 mm t7 I/2.)
1125 mm (45•)
195 mm (7 3/4•)
1200 mm (a8•)
205 mm {6')
1275 mm (51')
215 mm (8 1/2')
mm
230 mm t9')
142 mm 57'
233 mm 9 I/4•)
�ISOO mm (60')
40 mm 9 I/ •
1575 mm (63•)
255 mm {10•)
1650 mm 166')
260 mm 110 i/4')
12 mm 69')
275 mm 10 3/4')
180o mm (72•)
2so mm (n•)
1950 mm (78')
300 mm (II 3/4•)
2100 mm (84•)
320 mm (12 I/2•)
2250 mm (90•)
335 mm (13 I/4•)
2400 mm t96•)
355 mm (t4'I
2550 mm (102•)
395 mm Its I/2•)
2700 mm (108')
40 mm (16')
2850 mm (114•)
420 mm (t6 I/2'
3000 mm (120•)
430 mm (17')
3150 mm (126')
430 mm (17')
3300 mm (132')
445 mm (I7 I/2')
3450 mm (138•)
445 mm (17 1/2•)
3 00 mm 144'
4SS mm (18'
TABLE OF VALUES FOR T
300 mm (12')
100 mm (4•)
375 mm (IS')
110 mm (4 I/4')
450 mm (18')
IIS mm (4 i/2')
523 mm (21')
125 mm (5•)
600 mm (24•)
135 mm (5 1/4•)
675 mm t2T')
140 mm 1/ '
750 mm (30')
150 mm (6')
825 mm l33')
160 mm (6 I/4•)
900 mm (36')
165 mm t6 1/2')
975 mm (39')
IBD mm (7•)
1050 mm (42•)
190 mm (7 I/2')
1125 mm (45•)
195 mm (7 3/4')
1200 mm (48•
205 mm (8•)
1275 mm (SI')
215 mm (8 I/2')
1354 mm (54')
230 mm (9•)
1425 mm (57•)
235 mm (9 1/4•)
1300 mm (60.1
240 mm (9 1/2'1
IS73 mm (63'}
255 mm (10•)
1650 mm (66•)
260 mm (10 1/4•)
1725 mm (69')
275 mm t10 3/4'
1800 mm (72')
280 mm [II•)
1950 mm 8•
300 mm III 3/4•f
2100 mm (84')
320 mm [12 1/2'1
2230 mm 90•
335 mm (13 1/4')
2400 mm (96•}
355 mm tl4•)
2550 mm (102')
395 mm (IS I/2•)
2700 mm (106.1
405 mm (16•
2850 mm tll4•)
420 mm 16 I/2')
3000 mm 1120')
430 mm (17•)
3130 mm (126')
430 mm (17.1
3300 mm 132•
4 5 mm tl i/2•)
3450 mm (138')
445 mm (17 I/2')
3600 mm t144')
455 mm (18•}
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 80X IS LESS
THAN 867 mm (2'-10 1/20) 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 (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 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/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 THE TABULAR VALUES OF
F SHOWN ON TABLE. SH. 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 8E 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 IS USED WHEN STANDARD PLAN 320 IS INADE-
QUATE. MAIN LINE = 900 mm (36') INSIDE DIAMETER OR LARGER.
B. LATERAL = 300 mm (120) TO 3600 mm (1440) INSIDE DIAMETER: HOWEVER,
THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE
SHEET Z OF 4
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
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 (360) 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 - 914 mm (36') WITHOUT
REDUCER
630 610 mm (240
SHEET 3 OF 4
) 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
MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1
pROFESS�O
S.
O �9 tit;
�g
CC NO.43976
�P• 6/30/pl �
�,, RECORD DOCUMENT
9eA1.11:`
These Record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shah
not be responsible for any errors or omissio�.s
h' be incorporated
t1w
SHEET 4 OF 4
herein as a re ult
.- 4 i ate
I)ATI�
REV. REVISION DESCRIPTION DATE ENGR. CITY .DATE ORIGINAL BENCHMARK - Prepared By: pFEss / CITY OF FONTANA CALIFORNIA
Q � � GoR-� pew �NfOS � o� SHOULD CONSTRUCTION Of REQUIRED CITY OF FONTANA BM -361 �Nq
� �' IMPROVEMENTS NOT COMMENCE WITHIN PREPARED FOR: ALLARD ENGINEERING S. "�� �
R.R. SPIKE IN PP N0. 1536697E AT THE SW CORNER FZ CAPITAL IMPROVEMENT PROJECT PHASE
TWO YEARS OF THE DATE OF APPROVAL CITY OF FONTANA of BASELINE AVENUE AND SULTANA AVENUE. Civil Engineering -Land Surveying -Land Planning o
'C7'Ao SHOWN HEREON AND CARRIED FORTH INA ELEVATION: 1365.01, SINCE DESTROYED ____-______ 8253 Sierra Avenue � Z DRAWN BY:. STORM DRAIN IMPROVEMENT PLANS SCALE:
8353 SIERRA AVENUE Fontana, Ga].ifr�rnia 92335 � N o . 43976 m NCM -MAG AS NOTED
DIAL TWO WORKING DILIGENT MANNER, THE CITY ENGINEER .MAY FONTANA, CA 92335 _ _
SITE BENCHMARK (909) 356-1815 Fax (909) 356-1795 Exp. 6/30/05 DESIGNED BY: API PffAILS 11-11, DATE:
BEFOREDAYS BEF❑RE REQUIRE REVISIONSTO THE PIANS TO (909350-7610� � MARCH, 2005
Y 0 U DIG Y ❑ U DIG SW CORNER SEC. 31, TAN., R.5W. S. BM. -2 I.P.
BRING THEM INTO CONFORMANCE WITH FAX (909) 350-6618 WITH BRASSY CAP, C.SM. AT THE INTERSECTION OF _ _ __ � CHECKED BY: APP VED DRAWING NO.: 14
TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT BASELINE AVENUE AND CITRUS AVENUE. David S. Hammer, A.C.E. 43976 Date ��F.CAL� F� DSH
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
ELEYATI01� 139�16 (expires 6/30/2005) _
CITY
ENGINEER R.C.E. 51 52 3694 14
0
Co
FILENAME: M:\dwg\14908\FlNAL DESIGN\STORM DRAIN\PHASE I\WAWUTAVESD14.dwg l