HomeMy WebLinkAbout3845-5DI F OPTIONAL OUTSIDE
EDGES TO BE EDGE OF CONCRETE
ROUNDED TO '
D BARS B 75 mm (3') R
75 mm (38) OC ! Mj
IOM03) TIE BAR 1 i- R=ID OF SPUR ``t tC4-20M(•6). E BARSAt _975 mm (3'-3') LONG.SEE NOTE 2 4-15M(+4) H
0 BARS _ --IOM(03) TIE BAR BARS 900 mm
75 mm (3') OC,
1.2 m (3'-O•) LONG
SEE NOTE 9 B 3-15M(•4) J BARS 1.4 m (4'-0•)
(4'-88) LONG 75 mm(30) OC
CON'T.ADD'L. BARS 150 mm DETAIL W
F D2 F OC TO INSIDE EDGE
OF)MANHOLE. SEE NOTE 2 (RINGS AND COVER NOT SHOWN)
PLAN (SEE NOTE 1)
(SHAFT NOT SHOWN)
MANHOLE FRAME
STREET AND COVER PER
GRADE STD. PLAN 630
610 mm (240)
PER STD. MANHOLE SHAFT 125 mm x 50 mm m N cl PIPE SEAT LEVEL.
PLAN 324 PIPE SEAT g � al SEE NOTE 8
900 mm (3'-0'I E BARS w tL n yl
m E BARS
-�
LL c5l N
STEPS VI
TIE BARS I I 75
R
TIE BAR 41- a I D BARS
125 mm (50) F J BARS P I700 =n 700 P
ROUND EDGES �1 V-41,0'-41
TO 75 mm (36) R SPRING LINE �-
15M(04) O 450 mm INLET
(189 OC BOTH ELEVATION 4' GRADE POINTS,
WAYS TO BE USED APPLIES AT SEE NOTE 4
WHEN D2 IS 151D mm THIS POINT
(602) OR OVERSECTION B -B
SECTION A -A
CONCRETE RINGS STREET GRADE
PER STD. 125 x 25 mm (5•xl')
PLAN 324 mm RING SEAT
OMIT THIS p E H BARS
STEP IN E
PAVED _ o-� SEE TABLE
STREETS $m VARIABLE
25F 150 mm
H BARS (6•)
150 mm (6 24
LL E BARS
400 mm (160) FOR 61 IOM(+3 OR 94)
PAVED STREETS. F TIE BARS
650 mm (2'-24) FOR
UNPAVED STREETS J BARS
ROUND
EDGES
TO 75 mm
(3•)R
SECTION C -C
3 -15M(94) J BARS.
_ -
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PUS CVMWSTIOARo ,NG.
GREEN900KCOMMITTEE
1882
REV. 1M
MANHOLE PIPE TO PIPE MAIN LINE
ID=900 mm 36" OR LARGER
A"1��C `�`""
320 -1 '
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
3 -15M(94) J BARS.
_ -
q
1.4 m (4'-8') LONG.
ROUND TO 75 mm (3') R
75 mm (30) OC CONTINUE
F _ DI F OPTIONAL FILLET
ADDITIONAL BARS
T
150 mm l64 OC TO INSIDE
1125 mm (45•)
EDGE OF MANHOLE
0 9
STATION
T E SPUR
125 mm x 50 mm (51x
ISO mm (64
20) PIPE SEAT
15M O 450 mm 04 O 180)
3-D BARS, 75 mm
ANY STANDARD
PIPE JOINT
(39) OC CONTINUE
150 (69 OC
SECTION G -G
mm
_
4-20M(+6) E BARS
a
SEE NOTE
1800 mm (728)
IOM O 450 mm (83
150 780
OR •4 O 18') OC
ON 0 0c,
TIE BARS
50 mm 90'
A el B BARS
1
CTATIA►1 or N
M p
lo
1 OF SPUR t
WITH A MAX.
8 OF 1050 mm
F D2 - F (3'-69)
MANHOLE
P LANSHAFT PER STD.
(SHAFT NOT SHOWN) PLAN 324-
STEPS
1.2 m OPTIONAL
(48_02) OUTSIDE
EDGE OF
r- CONCRETE
Ct tC
L 4-15M(04) H
BARS 900 mm
(3'-0') LONG
DETAIL "N"
(RINGS AND COVER NOT SHOWN)
SEE NOTE 2
i-- STREET
GRADE
-MANHOLE FRAME
AND COVER PER
w STD. PLAN 630
J
m
D BARS
w TIE BARS
UW) /AF BARS TIE BARS
F BARS
T T
-;;z7
125 mm : 50 mm
/ z
00 1-
TIE
(5'x2') 1
(
BARS
PIPE SEAT I
A BARS 125 mal
1125 mm (45•)
ELEV. S s
ELEV. R
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
1275 mm (511)
B BARS
13 4'
230 mm •
15M O 450 mm 04 O 180)
235 mm 9 1/40)
Lj
OC BOTH WAYS. TO BE
SECTION G -G
15M O 450 mm (•4 O 180) OC
USED WHEN B IS 1500 mm
26Q mm 10 1/40)
BOTH WAYS. TO BE USED
(603) OR MORE
1800 mm (728)
WHEN D2 IS 1500 rtm•(600)
150 780
300 mm 1 3/46)
OR MORE
320 mm (12 1/29)
50 mm 90'
SECTION N -M -P -O
2400 mm 960
CONCRETE RINGS PER
2550 mm (1020)
OMIT THIS STEP IN
STD. PLAN 324
405 mm (160)
PAVED STREETS1
i25 "-m
3150 mm 126'
H BAR
STREET GRADE
11 125 mm x 25 mm (5•
x I-)
150.mm (60)
� RING SEAT
�~
mm 181
400 mm (160) FOR PAVED
150 mm (611)
1125 mm (459) 195 mm /40) 525 (2 111 125 nun 5•
STREETS, 650 mm (2'-2'
H BAR
FOR UNPAVED STREETS -
mm 230 mon 9•) 750 mm(301) 150 wm 16.)
150 mm6•)
r VAR 1 ABLE
TIE BARS
E BARS
1575 mm (c-39 255 mm (101) 975 mm 395) 100 mm 70
150 mm(6-)'-.TIE
BARS
1725 mm 6 mm 103-/-4-11-1 25 mm 450 195 mm 7 3/41
F F J BARS
1800 mm F70T 280 umII.1 200 mm 4 205 mm 86
WIN
ROUND EDGES TO
00 mm (84.1 320 mm 12 1/20) 1350 mm (544) 230 mm (9.)
75 mm (31 R
2250 mm (90• 335 nun 11131/48) 1425 are► 5r mm 9 1/4•)
SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BYTHE
MANHOLE PIPE TO PIPE
STANDARD PLAN
METRIC
PUBSTANDARDS INC.,
GR
GREENBOENBO OK COMMITTEE
LARGE SIDE INLET
322-1
1992
90 mm. Q 1/21
1125 mm (45•)
REV' 1098
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
TABLE OF VALUES FOR F
STANDARD PLAN
METRIC
320 - 1
F
900 mm 36•)
165 mm 6 1/21
975 mm 39.1
180 mm 7'
1050 mm 42'
90 mm. Q 1/21
1125 mm (45•)
195 mm (7 3/40)
1200 mm (480)
205 mm 8'
1275 mm (511)
215 mm 8 1/20)
13 4'
230 mm •
1425 mm (57')
235 mm 9 1/40)
1500 mm 600
240 mm 9 1/2')
1575 mm (631
255 mm 104
1650 mm 66•)
26Q mm 10 1/40)
1725 mm (69')
275 mm 10 3/411
1800 mm (728)
280 mm (110)
150 780
300 mm 1 3/46)
2100 mm (84')
320 mm (12 1/29)
50 mm 90'
335 mm 13 I/44)
2400 mm 960
355 mm 140
2550 mm (1020)
395 mm (15 1/20)-
2700 mm (1 080)
405 mm (160)
2850 mm (1140)
3000 mm 1204
420 mm (16 1/20)
430 mm (17'
3150 mm 126'
430 mm (178)
3300 mm (1320)
445 mm 17 1/20)
3450 mm 138") 445 mm 17 1/2•)
3600 m (1 440111455
mm 181
TABLE OF VALUES FOR M (SEE NOTE 1)
SECTION PAVED STREET UNPAVED STREET
MAX. MIN. MAX.T . MIN.
A -A 867 mm (21-10 1/20) 11060 mm 3'-6'
C -C 12a2 mm (II•) 217 mm (8 1/20) 410 mm (16.1 1 380 mm (150)
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN. CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
320 - 1
MANHOLE PIPE TO PIPE MAIN LINE
113=900 mm 36" OR LARGER
SHEET 2 OF 4
�-- IL SHAFT
I 125 mm x 50 mm (5' x2•)
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
E
•
a I D BARS
D BARS
ROUND EDGES TF 1 IIP
TO 75 mm (3') R I ••(
t, P 700 mm 1
0-4 1% ELEVATION I I
STATION I I
ELEVATION
LONGITUDINAL SECTION
TABLE OF BARS SIZE15-
D2 ORB Aa S DORF
300 mm (129-975 15M O 75 mm Il 15M O 150 mm 04 O 60)
1050 mm (421)-2100 mm (840) 20M O 75 mm •G 30) 15M O 150 mm (05 O 64)
01- 1449 25 te7O 150 61
TABLE OF VALUES FOR M ?SEEO 2
SECTION PAVED STREET UNPAVED STREET
MAX.MIN. MAX. MI .
N -M -P -O mm2' -I O 1/2• 1060 (31-60)
c -c 282 mm 1191 1 217 mm(8 v2• 410 380 mm 1 •
TABLE OF VALUES TABLE OF VALUES FOR T
900 MM 165 mm 6 2' 300 mm 120 100 mm 4•)
975 mm 180 mm (r) 375 _mrnjI5-j= 110 mm
1050 mm 2• igo mm 7 V2• 450 mm 118•) 115 mm (4 1/rl
1125 mm (459) 195 mm /40) 525 (2 111 125 nun 5•
1200 mm(480 205 mm 8' 600 mm 4•) 135 mm 15 1/40)
1275 mm SI•215 mm(a 1/20) 675 an (271) 140 mm
mm 230 mon 9•) 750 mm(301) 150 wm 16.)
1425 mm35 mm 9 1/44 825 mm (331) 160 non 56 1/4-1-
1500 mm 60' 240 mm (9 1/24)900 an 436.1 165 mm 6 1/2'
1575 mm (c-39 255 mm (101) 975 mm 395) 100 mm 70
1650 mm 66' 260 mm 410 1/44 1050 mm (428) 190 min (7 1/20)
1725 mm 6 mm 103-/-4-11-1 25 mm 450 195 mm 7 3/41
1800 mm F70T 280 umII.1 200 mm 4 205 mm 86
WIN
1950 78• 300 1273 mm 514215 frup 8 I/2•
00 mm (84.1 320 mm 12 1/20) 1350 mm (544) 230 mm (9.)
2250 mm (90• 335 nun 11131/48) 1425 are► 5r mm 9 1/4•)
2400 mm 96• 355 mm 14.1 1500 mm 60.1 2410 mm (9 1/21
2550 mm 0021 395 mm 15 1/21) 1575 mm 63• 2 5 mm 106)
700 mm 108• 405mm 1650 mm 66•) 60 mm (10 I/4-)
6:
2850 mm (114• 0 mm 16 1/2*) 1 mm 69•) mm O /4-
000 mm 1204 430 mm Ir 1800 mro 72• 280 mm 10)
O mm 26• O mm 11950 mm 300 mm 11 3/41
3300 mm (132') 445 mm 17 1/2•) 2100 mm 4• 3 O mm (12 1/2•)
3450 mm 1381 445 mm 17 1/2•) 2230 mm 9 335 mm 113 1/40
1 -3000 -mm (1449 5 8- 2400 mm 96•) 355 mm (14-
2550 mm 1026 395 mm 15 1/20
2700 mm 1080 405 (•
2850 mm (1141 20 mm 116 1/20)
000 120•)0 mm 1
3150 1260) 430 mm Url
0 mm 13 mm ffTiFF
3450mm 138' 45 mm I I/2•)
3600 mm (144*1 455 mm 411301
AMERICAN PUBLIC WORKS ASSOCIATION CALIFORNIA
-SOUTHERN CHAPTER
STANDARD PLAN
METRIC
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)'
322-1
DI'���i� �L � �►�T�
TOLL FREE �1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
NOTES
I. 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 UN-
PAVED 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 2.
Z. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF
STORM GRAIN WHEN DIAMETER DI IS 1200 mm (480) OR LESS, IN WHICH CASE
PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45° WITH CENTER LINE
AND OMIT J BARS.
3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN
ON THE PROJECT DRAWINGS:
A. D2=2400 mm (96') OR LESS. L=1.7 m (51-60). P=130 mm (5"1
B. 02 OVER 2400 mm (96'). L=1.8 m (6'-01. P=210 mm (81
L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE
ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS
SHALL 8E CONTINUED 150 mm .(68) OC.
4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER
LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND
REFER TO THE PROLONGED INVERT GRADE LINES.
5. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300 (ASTM A 615,
GRADE 40). AND SHALL TERMINATE 40 mm (I 1/2') CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE SHOWN.
6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
7. BODY OF MANHOLE SHALL BE POURED 1N ONE CONTINUOUS OPERATION
EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY
BE PLACED AT SPRING LINE.
8. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A
LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F
SHOWN ON TABLE SH. 2.
9. 0 BARS SHALL BE 15M(•4) FOR D2=975 mm(390) OR LESS. I5M(+5) FOR
D2 =1050 mm (421 TO 2100 mm (840) INCLUSIVE AND 20M(+6) FOR
02=2250 mm (901 OR OVER.
10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT
SPRING LINE UNLESS OTHERWISE SHOWN.
II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (149) TO 375 mm (IS') 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. MAIN LINE = 900 mm (361 INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN
LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (360) TO 1050 mm (42')
INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (331
OR
LESS STANDARD PLAN 321 SHALL BE USED.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
METRIC
MANHOLE PIPE TO PIPE MAIN LINE 320-1
ID=900 mm 36" OR LARGER SHEET
NOTES
1. VALUES FOR A. B. C. 01, 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/2') 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
*C
PER SECTION -C. WHEN DIAMETER DI IS 1200 mm (480) 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(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 (961) OR LESS AND 200 mm (89
FOR D2 OVER 2400 mm (961.
6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615.
GRADE 40). AND SHALL TERMINATE 40 mm (t I/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 8E 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.
Il. 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:
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
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
SHEET 2 OF 4
DI'���i� �L � �►�T�
TOLL FREE �1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
NOTES
I. 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 UN-
PAVED 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 2.
Z. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF
STORM GRAIN WHEN DIAMETER DI IS 1200 mm (480) OR LESS, IN WHICH CASE
PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45° WITH CENTER LINE
AND OMIT J BARS.
3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN
ON THE PROJECT DRAWINGS:
A. D2=2400 mm (96') OR LESS. L=1.7 m (51-60). P=130 mm (5"1
B. 02 OVER 2400 mm (96'). L=1.8 m (6'-01. P=210 mm (81
L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE
ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS
SHALL 8E CONTINUED 150 mm .(68) OC.
4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER
LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND
REFER TO THE PROLONGED INVERT GRADE LINES.
5. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300 (ASTM A 615,
GRADE 40). AND SHALL TERMINATE 40 mm (I 1/2') CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE SHOWN.
6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
7. BODY OF MANHOLE SHALL BE POURED 1N ONE CONTINUOUS OPERATION
EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY
BE PLACED AT SPRING LINE.
8. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A
LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F
SHOWN ON TABLE SH. 2.
9. 0 BARS SHALL BE 15M(•4) FOR D2=975 mm(390) OR LESS. I5M(+5) FOR
D2 =1050 mm (421 TO 2100 mm (840) INCLUSIVE AND 20M(+6) FOR
02=2250 mm (901 OR OVER.
10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT
SPRING LINE UNLESS OTHERWISE SHOWN.
II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (149) TO 375 mm (IS') 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. MAIN LINE = 900 mm (361 INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN
LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (360) TO 1050 mm (42')
INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (331
OR
LESS STANDARD PLAN 321 SHALL BE USED.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
METRIC
MANHOLE PIPE TO PIPE MAIN LINE 320-1
ID=900 mm 36" OR LARGER SHEET
NOTES
1. VALUES FOR A. B. C. 01, 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/2') 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
*C
PER SECTION -C. WHEN DIAMETER DI IS 1200 mm (480) 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(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 (961) OR LESS AND 200 mm (89
FOR D2 OVER 2400 mm (961.
6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615.
GRADE 40). AND SHALL TERMINATE 40 mm (t I/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 8E 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.
Il. 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:
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
SHEET 3 OF 4
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
3OF4
DIAMETER OF
THE MAIN LINE.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD �� LAN
MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1
B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR
EQUAL TO I/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE
UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT
THE SAME. THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE
SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER
LINE OF THE LATERAL ENTERS THE MANHOLE.
C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO
THE MANHOLE BE GREATER THAN 750 mm (306).
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 (361) 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 REDUCER 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 (361 WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT 914 mm (366) WITHOUT REDUCER
630 610 mm (24') MANHOLE FRAME AND COYER
633 914 mm (361
SHEET 3 OF 4
MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
MANHOLE PIPE TO PIPE MAIN LINE METRIC
ID=900 mm 36" OR LARGER 320-1)
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 (360) 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 (36•) WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT - 914 mm (361 WITHOUT
REDUCER
630 610 mm (240) MANHOLE FRAME AND COYER
633 914 mm (361
SHEET 4 OF 4
MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
1IJ
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
322-1
•
SHEET 40F4
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE W/TH/N TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A
D/L/GENT MANNER, THE CITY ENG/NEER MAY REQUIRE
I REVS/ONS TO THE PLANS TO BR/NG THEM INTO
2.01ITI, N
CONFORMANCE WITH CONDITIONS AND STANDARDS /N EFFECT.
PART, ON THE BASIS OF INFORMATION COMPILED AND
BENCH MARK: O c663T C � FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
BASIS F BEARINGS.
,# 361 p % RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
THE BEARING OF NORTH 0013 EV.� HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
SP/KE IN NORTH FACE OF P.P. #
1536697E AT SOUTHWEST CORNER OF EAST FOR THE CENTERLINE OF � A RESULIN
T THEREOF. CASSE LINE AVENUE AND SULTANA CITRUS AVENUE, AS SHOWN ON �- CN
TRACT NO. 16568, M.B. 300/59-62
AVENUE. WAS USED AS THE BASIS OF
ELEVATION: # 1365.7 BEAR/NGS FOR THIS MAP.
Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
QR��101�r PREPARED /N THE OFF/CE OF
MAS d,F� MADOLE AND ASSOCIATES, INC.S TORM DRAIN IMPROVEMENT PLANS
DRAWN BY SCALE:
� � No. 62183 ;U ONTARIO,
S. ROCHESTER AVENUE JA TRACT 16724 AS SHOWN
*
Exp: 9-30-0� ONTAR/O, CA 91751 PHONE (909) 937-9151 DESIGNED BY _ DETAILS DA TE.
�
s� AS/LP � MAR. 2005
9TFOF CAL�FO�� ate � � • oS CHECKED BY.)S AP VED --- - DRAWING NO.
RCE 6218 EXP. 9-30-0f ASIL P .0,65
3845
ENGINEER R. C. .51152 DATE
� � \ 1' MIN. FREEBOARD
TYP 3 �
4 REBAR-
WELDED
I/2'x 2" STEEL STRAP WITH
3/6" 60LT
GRATE ASSEMBLY DETAIL
� - P �ka��501
s., E pP pF
5 @
' 3" � HOLES
� 2' MIN.
O O 000 5„
n
6 6TWi.4/1.4MIWML_T
rfp
Lu
l s
� 1 1 ST4 C.S.P.
TEE
19.x:' - � ;•��, • �'�! �:'v
SET TEE SECTION IN WET I:• •: "mm•code, `- •'D :124 MIN.
CONCRETE FOOTING 8 TROWEL • .. 's :��
INSIDE TO DRAIN '�� '•:T�-'-•-�•o::.l
ANCHOR BLOCK MIN. 5SACK / C.Y.
CONCRETE OR METHOD APPROVED
- 13Y BUILDING OFFICIAL
DRAIN PIPE a RISER
NO SCALE
ORANGE COUNTY ENVIRONMENTAL NAGEMENT AGENCY STD. PLAN
c MODIFIED
App�Oved . ✓. Kris Dlrlletar Of
Reguk1 ft-
1327
Adopted- Res 79.1725 Revised: 82-718; 83-1442
DESILTING BASIN SHEET 6 OF 8
DRAIN PIPE AND RISER NOTES PER MODIFIED OCEMA STD. 1327
1. THE MINIMUM PIPE RISER SHALL BEA 30" CORRUGATED STEEL
PIPE (CSP), 14 GS, OR AN ALTERNATE APPROVED BY THE
BUILDING OFFICIAL. RISER TO HAVE A CROSS-SECTIONAL AREA AT
LEAST 1.5 TIMES THE CROSS-SECTIONAL AREA OF THE
HORIZONTAL DRAIN PIPE.
2. THE MINIMUM DRAIN PIPE SHALL BEA 12" CSP, 146A., OR A
12" PVC SDR35 OR AN ALTERNATE APPROVED BY THE BUILDING OFFICIAL.
J. THE UPPER MOST ELEVATION OF THE RISER SHALL BE SUCH
THAT FULL FLOW WILL BE GENERATED BEFORE THERE IS
DISCHARGE OVER THE EMERGENCY SPILLWAY AND AT LEAST ONE
FOOT BELOW THE TOP OF THE EMERGENCY SPILLWAY.
4. THE RISER SHALL BE PERFORATED WITH 1/2" SLOTS OR 1/270
1-112- DIAMETER HOLES, 10 TO 12 INCHES ON CENTER AND
STAGGERED. HOLES CUT WITH A WELDING TORCH ARE
ACCEPTABLE. THE SMALL HOLES SHALL BE USED ON THE LOWER
PORTIONS OF THE RISER.
5. THE DRAIN PIPE SHALL BE PLACED ON A FIRM FOUNDATION.
6. THE RISER SHALL HAVE A BASE ATTACHED WITH A WATERTIGHT
CONNECTION AND SHALL HAVE SUFFICIENT WEIGHT TO PREVENT
FLOTATION OF THE RISER. TWO RECOMMENDED METHODS ARE-
A. A SQUARE CONCRETE BASE 18 INCHES THICK WITH THE RISER .
EMBEDDED SIX INCHES INTO THE BASE. EACH SIDE OF THE BASE
WILL BE ONE DIAMETER OF THE RISER PLUS 24 INCHES
B. A 1/4 /NCH MINIMUM THICKNESS STEEL PLATE ALL AROUND
THE BASE OF THE RISER TO FORM A WATERTIGHT CONNECTION.
THE PLATE SHALL BE SQUARE WITH EACH SIDE EQUAL TO
TWO TIMES THE RISER DIAMETER.
THE PLATE SHALL HAVE TWO FEET OF STONE, GRAVEL,
OR TAMPED EARTH PLACED ON IT TO PREVENT FLOTATION.
- 7. A GRATE CONSISTING OF 14 REBAR, 6" ON CENTER SHALL BE
WELDED TO THE TOP OF THE RISER.
8. ANTI -SEEP COLLARS ARE REQUIRED AT 10' INTERVALS FOR
PIPE UNDER THE EMBANKMENT:
9. DISCHARGE SHALL BE TO A PAVED STREET, CHANNEL. OR
APPROVED DRAINAGE COURSE WITH RIPRAP. RIPRAP SHALL BE 6"
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREaARt:D, IN
3
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