HomeMy WebLinkAbout3407-43-I5W*4) J BARS.
1.4 m (4'-81 LONG.
75 mm (31 OC CONTINUE F
ADDITIONAL BARS
150 mm 1161 OC TO INSIDE
EDGE OF MANHOLE
125 mm x 50 mm (S'x
21) PIPE SEAT
3-D BARS. 75 mm
(3•) OC CONTINUE
ISO mm (61 OC�
4-20W&I E BARSP
SEE NOTE 3
IOM O 450 mm (93
OR 04 O 181) OC
TIE BARS
A 8 8 BARS
__._......,_ Ni ` �`
M `R = I D
F BARS
TIE
BARS
� T rIJ
SECTION G -G
OF SPUR t
WITH A MAX.
OF loso mR1
D2 f l3'-6') MANHOLE
PLAN
PERSHASTD.
(SHAFT NOT SHOWN)
DI F
A ROUND TO 75 mm (3•) R
OPTIONAL FILLET
t SPUR
ISO mm (6')
ANY STANDARD
PIPE JOINT
ft
It
0
4
F
PLAN 324
OMIT THIS STEP IN
PAVED STREETS
H BAR
ISO mm 16 )�
400 mm (16') FOR PAVED
STREETS. 650 mm (2' -2 -
FOR UNPAVED STREETS
150 mm (6'
TIE BARS
S TEP S i
125 mm 1 50
(5•xr)
PIPE SEAT -
ELEV. S
OPTIONAL
OUTSIDE
EDGE OF
CONCRETE
Cttw'tC
4-1511164) H
BARS 900 mm
(3'-0') LONG
DETAIL "N"
(RINGS AND COVER NOT SHOWN)
SEE NOTE 2
�j)X!B
A BARS
LEV. R BARS
Z15M 0 450 mm (04 O 18')
Ld OC BOTH WAYS. TO BE
I5M O 450 mm (*4 O 18') OC USED WHEN 8 IS 1500 mm
BOTH WAYS. TO BE USED (60•) OR MORE
WHEN D2 IS 1500 mm (60.1
OR MORE
SECTION N -M -P -O
CONCRETE RINGS PER
STD. PLAN 324
ITS mm
(S•j STREET GRADE
125 mm x 25 mm (5' x 1')
RING SEAT
On`
150 mm (6')
H BAR
FF
VARIABLE
E BARS
TIE BARS
F J BARS
ROUND EDGES TO
75 mm (3•) R
SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
T
MANHOLE PIPE TO PIPE
GRADE
PUBLICWORKSSTANDARDS TTE INC..
GREENfi00K COMMITTEE
MANHOLE FRAME
322 - 1
AND COVER PER
W
STD. PLAN 630
J
CD
D BARS
m H
D BARS
w
TIE BARS
ai
F BARS
ROUND EDGES I
/ \TIE BARS;
�j)X!B
A BARS
LEV. R BARS
Z15M 0 450 mm (04 O 18')
Ld OC BOTH WAYS. TO BE
I5M O 450 mm (*4 O 18') OC USED WHEN 8 IS 1500 mm
BOTH WAYS. TO BE USED (60•) OR MORE
WHEN D2 IS 1500 mm (60.1
OR MORE
SECTION N -M -P -O
CONCRETE RINGS PER
STD. PLAN 324
ITS mm
(S•j STREET GRADE
125 mm x 25 mm (5' x 1')
RING SEAT
On`
150 mm (6')
H BAR
FF
VARIABLE
E BARS
TIE BARS
F J BARS
ROUND EDGES TO
75 mm (3•) R
SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
MANHOLE PIPE TO PIPE
STANDARD PLAN
METRIC
PUBLICWORKSSTANDARDS TTE INC..
GREENfi00K COMMITTEE
LARGE SIDE INLET
322 - 1
1992
REV. 1B9°
1121-975 mm
SHEET I OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
�- t SHAFT
ABL 0
ARS SIZES
125 mm It 50 mm (5' xr)
SECTION
PAVED STREET
MAX. MIN.
Aa6
SEAT
1121-975 mm
I M
11[PIPE
z I
D BARS
1030 mm (42')-2100 mm (84')
OM O 7
D BARS
ISM O ISO mm 1•S O 6')
2250 m (901-3600 mm m 144'
0 mm (9')
ROUND EDGES I
IIP
ISOO mm 160.1
4 mm I -
19
TO 75 mm (31 R 1
255 mm (10.1
1630 mm 166'1
m 110 I/4•)
260 m1725
P 700 mm
2 5 mm 10 3/4•
1 mm 2•
280 mm (11.1
-4)
ELEVATION
2100 mm [84•)
320 mm (12 i/2 -T-
STATION
II
400 mm 96'
3 S mm 114.1
ELEVATION
395 mm 113 I/2')
00 mm 108'
mm i6•
LONGITUDINAL
SECTIONOR
3000 mm 1120'
430 mm (17•
ISO mm 126•
4 0 mm 1
3300 mm 1132')
445 mm (17 1/2')
B
445 mm (17 1/2')
144'
1 '
300 Pon
2700 mm (108•
405 mm 116•
2830 mm (114•)
42 mm 16 I/2')
3000 mm (120•
430 mm (17•)
3150 mm (126')
430 mm -0r)
3300 mm 13
mm i /•
3450 mm (138•)
445 mm 1 /
3600 mm (144•)
455 mm (18.1
(R1Ncs nND covEp NoT SHOWN)
12
BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT
4
0
0
in
n
-'
E
^
p
,n
SEE NOTE I
BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL
(SHAFT NOT SHOWN)
325 21 130 5
600 24 140 S 1/4
BE USED. FOR H (IN SECTION C -C) SEE NOTE I.
STREET GRACE
ANHOLE FRAME CONCRETE RINGS
STREET GRADE
3.
L SHALL BE 1.2 m (4'-0') UNLESS OTHERWISE SHOWN. L MAYBE IN -
42
AND COVER PER PER STD. PLAN 324
25 mm: 25 R,v
0
-
M�p
CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. BUT ANY
n
N
STD. PLAN a3o
OMIT THIS STEP
15'x1')
1275 51 220 8 1/2
CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER.
Ud
m
IN PAVED STREETS - RING SEAT
MANHOLE
230
9
m a
SHAFT 225 mm (9•
� w„��
4.
T SHALL BE 200 mm (8') FOR VALUES OF H UP TO AND INCLUDING 2.4 m
E 7 ~PER
STD. 400 mm (r6•) FOR
Ela ^^ '
1725
(8'-0") AND 250 mm 00') FOR VALUES OF H OVER 2.4 m (8'-0').
E W
k�_Y6
PLAN 324 PAVED STREETS,
- �::: 124') .i ~
r
St
n
o "'E _900
mm 13'-0•I 650 mm 12 -2')
_ j!�5 -M1Yl 1 ��
5.
STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT
340
STREETS FOR UN-
PAVED STREETS
M1 T IOsO m13 (i1 r v1�,
W J r
C
,-
O
a
E
n
3
0
N
CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF
2400 96 360 14
2530 102 400 15 1/2
� 175 mm (71 4 o
2850 114 420 16 1/2
SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3.
3150 126 440 17
t25 mm x 50 mm (5'x2'1 PIPE SEATTROUND
3450 138 450 171/2
3600 144 460 18
EDCFS
15 rnm o
6.
REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 30O(ASTM A 615.
._, OF INLETS
(1/2'
GRADE 40). AND SHALL TERMINATE 40 mm (1 1/2.) CLEAR OF CONCRETE SUR -
25 mm l51I
y ROUND Enr,ES
FACES UNLESS OTHERWISE SHOWN.
_
IS mm
INLET ELEVATION
7.
FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
(1/2.
APPLIES AT THIS
SECTION C -C
POINT
8.
BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY
SECTION
A -A
MAY BE PLACED AT SPRING LINE.
STATION LINF
mm 13'-0.1
9.
THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE
f.--900
A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 mm (8').
200 mm iB')-� � _�
__
STEPS
10.
STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
T
_
-4so mm lig•)
SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm 04') TO 375 mm (15') OC.
n
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE LEDGE
7$ mm 13') R
= E I
AT THE SIDE OF THE MANHOLE.
11
1 (
I
AMERICAN PUBLIC WORKS ASSOCIATION CALIFORNIA CHAPTER
-SOUTHERN
STANDARD PLAN
METRIC
-200 mm (H•)
MANHOLE PIPE TO PIPE (LARGE
SIDE INLET)
200 mm (8')11_
322-1
OPT!ONAL
�GRAC-E POINTS.
BOTTOM
SEE NOTE 5
16 B T
900 (361
ABL 0
ARS SIZES
300 mm 112')
SECTION
PAVED STREET
MAX. MIN.
Aa6
ooRF
1121-975 mm
I M
mm (05
ISMO 130 mm {•4 O 6')
1030 mm (42')-2100 mm (84')
OM O 7
mm 1.6 O 3')
ISM O ISO mm 1•S O 6')
2250 m (901-3600 mm m 144'
0 mm (9')
•
•
16 B T
900 (361
TABLE VALUES
N
300 mm 112')
SECTION
PAVED STREET
MAX. MIN.
UNPAV
It
STR T
MIN.
N -M -P -O
mm 1 '-1 i/
1125 mm (4S•)
1060 mm 3'-6'
C -C
8 mm lll• 17 mm 18 I/
m 16.1
410 mD2
380 mm f15•)
TABLE
VALUES
�OMULGATIMAVTP-
300 mm 112')
MM
I m975 m 116 1/'>
mm
180 mm (7.)
10 0 mm 142•
I mm 1/2'1
1125 mm (4S•)
195 mm /4')
1200 mm 1
20 mm 8')
1275 mm !SI.1
m 18 I/
I m1350
mm (541
0 mm (9')
m
14 m (571
3S mm 9 I/4-
ISOO mm 160.1
4 mm I -
19
1 mm 6 ')
255 mm (10.1
1630 mm 166'1
m 110 I/4•)
260 m1725
mm (691
2 5 mm 10 3/4•
1 mm 2•
280 mm (11.1
1950 mm (78•
300 mm 111 3/4•)
2100 mm [84•)
320 mm (12 i/2 -T-
SO mm 90'
335 mm 13 I/4')
400 mm 96'
3 S mm 114.1
2550 mm (102.1
395 mm 113 I/2')
00 mm 108'
mm i6•
2830 mm (114•)
4 0 mm 16 I/ •
3000 mm 1120'
430 mm (17•
ISO mm 126•
4 0 mm 1
3300 mm 1132')
445 mm (17 1/2')
3450 m3600 m (138•)
445 mm (17 1/2')
144'
1 '
TABLE OF VALUES FOR T
�OMULGATIMAVTP-
300 mm 112')
100 mm (4.1
375 mm IS')
IID mm 4 1/4'
430 mm (18')
113 mm (4 i/2')
323 mm (21')
123 mm IS'
600 mm 124•)
135 mm IS 1/4.1
6TS mm (27.5
14 m 15 m 1/
730 mm 30'
ISO mm 116'
825 mm (33.1
160 mm (6 1/4.1
900 mm 36')
163 mm (6 I/2'
975 mm (39')
180 mm 7•
1050 mm f42')
190 mm (7 1/2')
1125 mm f4S')
195 mm 7 3/4')
100 mm 48'
205 mm 18•)
1273 mm SI•
213 mm 8 1/2'
1330 mm 154•)
230 mm (9.1
1425 mm 7•
S 1
3S mm (9 1/4•)
1300 mm (60')
240 mm l9 I/2•)
1373 mm 163•)
255 mm 10.1
1630 mm 66•)
260 mm (10 1/4•
1725 mm (69.1
75 mm 10 3/4•
1800 mm (72')
280 mm (II•)
MM
300 nim (11 3/4•)
100 mm 184')
320 mm 112 1/2'1
mm
335 mm 113 I/4')
2400 mm 186')
353 mm (11•)
2550 mm (102')
393 mm lIS 1/2')
2700 mm (108•
405 mm 116•
2830 mm (114•)
42 mm 16 I/2')
3000 mm (120•
430 mm (17•)
3150 mm (126')
430 mm -0r)
3300 mm 13
mm i /•
3450 mm (138•)
445 mm 1 /
3600 mm (144•)
455 mm (18.1
E B
F
�OMULGATIMAVTP-
MANHOLE PIPE TO PIPE ONE OR BOTH
SHEET 2 OF 4
E B
F
TABLE OF VALUES FOR A7 (SEE NOTE II
�OMULGATIMAVTP-
MANHOLE PIPE TO PIPE ONE OR BOTH
SECTION PAVED STREET UNPAVED STPEET
~'
v
EDGES TO BE ROUNDED
C -C 282 .•.m 111') 217 .+,m f8 v2•) 410 m.„ (16.1 380 mm 415'1
321 - 1
MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE 321 R�� 1
Rev' ��
TO 75 mm 13'1 R
ID'S 825mm (33") OR SMALLER) SHEET 2 Of 3
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
F
L
� �`.
,� SIN
C ?C
"'`
q m
? q
` X
t �\
NOTES
<
9c
` R I p
�' r1-
I.
WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
OF SPUR 2
�'_,�
OR
THAN 867 mm (2'-40 1/2') FOR PAVED STREETS OR 1060 mm (3'-6') FOR
Iso mm (s•)
UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C -C AND DETAIL 'N'.
�-
MIN.
ALL PEINr.
��
_-_-
DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (6') WHEN
m
STEEL 15M i-�
E
B
LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (3'-6')
E
0 100 mm 1@4 0 4.1 OC -
I
0
OR LESS.
s t
a" •-'
DETAIL "N" PLAN
UIv
(mm) (INCHES) (mm)
2.
H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 1.2 m (4'-0').
PL,4N
(R1Ncs nND covEp NoT SHOWN)
12
BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT
4
0
0
in
n
-'
E
^
p
,n
SEE NOTE I
BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL
(SHAFT NOT SHOWN)
325 21 130 5
600 24 140 S 1/4
BE USED. FOR H (IN SECTION C -C) SEE NOTE I.
STREET GRACE
ANHOLE FRAME CONCRETE RINGS
STREET GRADE
3.
L SHALL BE 1.2 m (4'-0') UNLESS OTHERWISE SHOWN. L MAYBE IN -
42
AND COVER PER PER STD. PLAN 324
25 mm: 25 R,v
0
-
M�p
CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. BUT ANY
n
N
STD. PLAN a3o
OMIT THIS STEP
15'x1')
1275 51 220 8 1/2
CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER.
Ud
m
IN PAVED STREETS - RING SEAT
MANHOLE
230
9
m a
SHAFT 225 mm (9•
� w„��
4.
T SHALL BE 200 mm (8') FOR VALUES OF H UP TO AND INCLUDING 2.4 m
E 7 ~PER
STD. 400 mm (r6•) FOR
Ela ^^ '
1725
(8'-0") AND 250 mm 00') FOR VALUES OF H OVER 2.4 m (8'-0').
E W
k�_Y6
PLAN 324 PAVED STREETS,
- �::: 124') .i ~
r
St
n
o "'E _900
mm 13'-0•I 650 mm 12 -2')
_ j!�5 -M1Yl 1 ��
5.
STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT
340
STREETS FOR UN-
PAVED STREETS
M1 T IOsO m13 (i1 r v1�,
W J r
C
,-
O
a
E
n
3
0
N
CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF
2400 96 360 14
2530 102 400 15 1/2
� 175 mm (71 4 o
2850 114 420 16 1/2
SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3.
3150 126 440 17
t25 mm x 50 mm (5'x2'1 PIPE SEATTROUND
3450 138 450 171/2
3600 144 460 18
EDCFS
15 rnm o
6.
REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 30O(ASTM A 615.
._, OF INLETS
(1/2'
GRADE 40). AND SHALL TERMINATE 40 mm (1 1/2.) CLEAR OF CONCRETE SUR -
25 mm l51I
y ROUND Enr,ES
FACES UNLESS OTHERWISE SHOWN.
_
IS mm
INLET ELEVATION
7.
FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
(1/2.
APPLIES AT THIS
SECTION C -C
POINT
8.
BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY
SECTION
A -A
MAY BE PLACED AT SPRING LINE.
STATION LINF
mm 13'-0.1
9.
THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE
f.--900
A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 mm (8').
200 mm iB')-� � _�
__
STEPS
10.
STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
T
_
-4so mm lig•)
SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm 04') TO 375 mm (15') OC.
n
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE LEDGE
7$ mm 13') R
= E I
AT THE SIDE OF THE MANHOLE.
11
1 (
I
ICO mm t4') L�2i-200 mm Itl'1 00 mm (4')
0 mm (8
--
-200 mm (H•)
200 mm (8')11_
OPT!ONAL
�GRAC-E POINTS.
BOTTOM
SEE NOTE 5
SECTION B -B
TABLE OF VALUES FOR A7 (SEE NOTE II
�OMULGATIMAVTP-
MANHOLE PIPE TO PIPE ONE OR BOTH
SECTION PAVED STREET UNPAVED STPEET
MAX. MIN. MAX. MIN.
A -A 8b7 mm (Z• -IO Irk•) 1060 mm (3'-6'1
C -C 282 .•.m 111') 217 .+,m f8 v2•) 410 m.„ (16.1 380 mm 415'1
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
322 - 1
�OMULGATIMAVTP-
MANHOLE PIPE TO PIPE ONE OR BOTH
STANDARD LAN
AMERICAN PUBLIC WORKS ASSOCIATION- SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
PU GL ENRKSSTAND4RCSM"TIEINC..
GAEENB^19 COMN•TTEE
'�2
MA '
MAIN UNE ID S 825mm (33 OR SMALLER)
321 - 1
MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE 321 R�� 1
Rev' ��
SHEET 1 OF3
ID'S 825mm (33") OR SMALLER) SHEET 2 Of 3
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION I DATE I ENGR.I CITY I DATE
t�RAw�
D
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOMM HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE WY ENGINEER MAY
REQLARE REVISIONS TO THE PLANS TO
BRING THEM INTO C��� WITH
CONDIMM AND STANDARDS IN ffFECT
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'-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(481 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 (50) FOR D2=2400 mm (960) OR LESS AND 200 mm (8')
FOR D2 OVER 2400 mm (96').
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-
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.
11. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14') TO 375 mm (151 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 (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
322 - 1
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
STANDARD PLAN
METRIC
SHEET 3 OF 4
IL THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
A. MAIN LINE = 825 mm (33') INSIDE DIAMETER OR LESS. (EXCEPTION
IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (36')
TO 1050 mm (42') INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS
825 mm (33') OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS
NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm
(36') IN DIAMETER.
B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE
CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE
OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 rnm (8')
THICK TOP OF THE MANHOLE CHAMBER. MEASURED VERTICALLY FROM
THE END OF THE RCP, SHALL BE A MINMUM OF 150 mm (6').
C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED
MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE
FOLLOWING ALTERNATE SOLUTIONS MUST BE USED.
I. PROVIDE A SPECIAL STRUCTURE.
2. PROVIDE TWO STANDARD STRUCTURES. CONSISTING OF THIS
MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE
JUNCTION STRUCTURE OR TRANSITION STRUCTURE.
12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN.
13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN.
14. WHERE A MANHOLE SHAFT - 900 mm (360) WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 336.
15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 326.
16. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36") WITHOUT REDUCER
IS SPECIFIED REFER TO STANDARD PLAN 329.
17. 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 (24") MANHOLE FRAME AND COVER
633 914 mm (36') MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
PREPARED FOR:
YOUNG HOMES
10370 TRADEMARK STREET
RANCHO CUCAMONGA,
CA 91730
(909) 291-7600
BENCHMARK
CITY OF FONTANA BENCHMARK NO. 36 1.
RAILROAD SPIKE IN NORTH FACE OF POWER POLE
NO. 1536697E AT THE SOUTHWEST CORNER OF
SULTANA AVENUE AND BASELINE AVENUE.
ELEVATIOR 1365.01
t LATERAL/
CONNECTOR PIPE
IOM0450 mm
(•3 OR •4018') OC
ROUND EDGES TO RADIUS 0
OF APPROXIMATE ID OF
LATERAL. MAXIMUM
900 mm (36•) 0p
F
A B B BARS -1 or,
E MAIN LINE
D
NOTE 8
i 1 1 1 1JN'
STATION M
STATION PT. D BARS
PLAN
1 D BARS,,
ELEV. ELEV.
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 (36') WITHOUT IS
SPECIFIED REFER TO STANDARD PLAN 329.
18. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE
NOT EXACT EOUAL 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 (24') MANHOLE FRAME AND COVER
633 914 mm (360) MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
RECO �OCUENT
These Record Documents have been prepay ld
}itfied on information provided by others.
nesien Professional has not verified the accuracy /� ; �
anoi< )r completeness of this information and shall % � 10
i N�. 4,3,a2h � � Z
responsible for an errors or o�
'ions I I m
rn
he incorporated herein as a I L . uit 2b
CALIF
DATE i
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
322 - 1
TABLE
STANDARD PLAN
METRIC
SHEET 4 OF 4
PIPE TO PIPE
FOR
DIMENSIONS
REV. 19"
AND BAR SIZES
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
D2
d!
y
<
9c
m
°°
OR
OR
m
U.
E
B
T
0
00
0
o
(mm) (INCHES) (mm)
(INCHES)
300
12
110
4
0
0
in
n
-'
E
^
p
,n
L)
0
�►
I
n
n
-
375 15 110 4 1/4
450 18 120 4 1/2
325 21 130 5
600 24 140 S 1/4
673 27 140 S 1/2
750 30 160 6
825 33 160 6 1/4
900 36 170 6 1/2
975 39 180 7
IOSO
42
190
7 I/2
0
-
M�p
0
0
n
N
1125 43 200 7 3/4
1200 48 210 8
1275 51 220 8 1/2
1330
54
230
9
0
E
E
n
•
E
E
r
a
1425 37 240 9 11/4
1500 60 250 9 1/2
1575 63 260 10
1650 66 260 10 I/4
1725
69
280
10 3/4
N
St
n
1800 72 280 11
1950 78 300 11 3/4
2100 84 320 121/2
2250
90
340
13 1/4
C
-
0
E
2
N
C
,-
O
a
E
n
3
0
N
..
o
N
2400 96 360 14
2530 102 400 15 1/2
2700 108 410 16
2850 114 420 16 1/2
3000 120 440 17
3150 126 440 17
3300 132 450 1171/2-
3450 138 450 171/2
3600 144 460 18
D
NOTE 8
i 1 1 1 1JN'
STATION M
STATION PT. D BARS
PLAN
1 D BARS,,
ELEV. ELEV.
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 (36') WITHOUT IS
SPECIFIED REFER TO STANDARD PLAN 329.
18. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE
NOT EXACT EOUAL 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 (24') MANHOLE FRAME AND COVER
633 914 mm (360) MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
RECO �OCUENT
These Record Documents have been prepay ld
}itfied on information provided by others.
nesien Professional has not verified the accuracy /� ; �
anoi< )r completeness of this information and shall % � 10
i N�. 4,3,a2h � � Z
responsible for an errors or o�
'ions I I m
rn
he incorporated herein as a I L . uit 2b
CALIF
DATE i
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
322 - 1
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
STANDARD PLAN
METRIC
SHEET 4 OF 4
N'
Q
OUND EDGES
TO 75 mm (3•) R
MITI
1611
P
-o -
STATION
IOM 1•3 OR •4).
SEE NOTE 4
IOM (•3
OR •4)
STA. STA.
I I I 1
II
I5M0450 mm (•4018.1 OC.
BOTH WAYS. TO BE USED WHEN
D2 IS 1500 mm (60'1 OR MORE
LONGITUDINAL SECTION
D BARS
A BARS - ��I J
F BARS.
1 LIOM0450 mm ( ,
m (•3 OR •4 8 BARS
O 18') OC ELEV. S
LI ELEV. R
I
I5M0450 mm (•41(#18•) OC.
BOTH WAYS. TO BE USED
WHEN B IS 1500 mm (60')
OR MORE
4 MAIN LINE
SECTION N' -N"-N-
PROJECTED ON M -M -N -
IOM (•3
OR •4)
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
TRANSITION STRUCTURE
STANDARD PLAN
METRIC
PUBLIC WORKS STANDARDS INC..
GREENBOOK COMMITTEE
PIPE TO PIPE
340-1
1992
REV. 19"
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
Prepared By:
Q ALLAAD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, Calffi m(a 92335
(90- 9) 356-1815 Fax (909) 356-1795
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
I? OF ESS SON
w No. 43976 m
-' Exp. 6/30/05
�9T C 1 V 1 L ��\P
FOFCAL\F0�
NOTES
I. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE, 8, SHALL
NOT EXCEED 5045'.
2. VALUES FOR A. B. C. DI AND D2 ARE SHOWN ON THE PROJECT
DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN
REQUIRED BY NOTE 10.
3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE.
4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615).
GRADE 300(40). AND SHALL TERMINATE 40 mm (1 1/2') CLEAR OF
CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL
BARS SHALL BE IOM O 450 mm (o3 OR •4 Q 181) OC OR LESS.
5. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE.
6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS
OPERATION. EXCEPT THAT THE CONTRACTOR SHALL HAVE THE
OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT
LONGITUDINAL KEYWAY.
7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION
OF THE CONTRACTOR TO MEET RCP ENDS, USING D BARS,
LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION
OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE, BUT
ANY CHANGE IN THE LOCATION OF SPUR MUST BE APPROVED BY THE
ENGINEER.
8. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE. UNLESS
OTHERWISE SHOWN ON THE PROJECT DRAWINGS.
9. WHEN THERE IS NO SPUR REOUIRED, A 8 B BARS SHALL BE OMITTED.
10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT
DRAWINGS, INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN
INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY. ELEVATION S
SHALL BE SHOWN ON PROJECT DRAWINGS. AND INLET PIPE SHALL
BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN
OR GRADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON
PROJECT DRAWINGS WHEN STUB IS TO BE PROVIDED IN MAIN
LINE FOR FUTURE CONSTRUCTION OF INLET PIPE.
11. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 m (25').
IF THE COVER EXCEEDS 7.5 m (25') A SPECIAL STRUCTURE SHALL BE
DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS.
12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS
ARE NOT EXACT EOUAL 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.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
SHEET 2 OF 2
TRANSITION STRUCTURE340-1METRIC
PIPE TO PIPE
CITY OF FONTANA, CALIFORNIA
RANCHO FONTANA SPECIFIC PLAN
DRAWN�BY. TRACT NO. 16477 SCALE:
AS NOTED
DESIGNED BY: STORM DRAT MP OVEMM PLAN DATE:
EI FEBRUARY, 2003
CHECKED B : APPR D DRAWING NO.: 4
�+aml -2- .0
I CI ENG( EER R.C.E. 51152 34W 4
Filename: M:\DWG\15910\STORM\15910sd04.dwg