HomeMy WebLinkAbout3787-73 -1511104) J BARS.
-4 b
1.4 m (4'-8') LONG,
ROUND TO 75 mm (3'} R
ftg' 12'
75 mm (301 OC CONTINUE
�. 9- OPTIONAL FILLET
ADDITIONAL BARS
-
150 mm (61 OC TO INSIDE,.
STD. PLAN 630
EDGE OF MANHOLE
91.
STATION
- -
t SPUR
125 mm x 50 mm (5'x
150 mm (60)
2') PIPE SEAT
I
3-D BARS. 75 mm
i ANY STANDARD
PIPE JOINT
(30) OC CONTINUE
(5'x2')PIPE
150 mm (69 OC
FOR UNPAVED STREETS
4-20M(•6) E BARSa
SEAT
SEE NOTE 3
F
IOM OI 450 mm (•3
oQo `'�
OR 94 0 181 OC
%VzN 00
`0�.- 4
TIE BARS
S
A 5 B BARS
1.2 m
Nt
I
M
B
R=10
3-15M(+4) J BARS 1.4 m
1 11 OF SPUR t
SPRING LINE
WITH A MAX.
It a2
t° IT OF 1050 mm j
-� -B2r �P (3'-68)
MANHOLE
PLAN
SHAFT
OMIT THIS STEP IN
PER STD.
(SHAFT NOT SHOWN)
PLAN 324
MOTE t; AINLINE DIAM_ T ER = 4h'
STEPS
HOWEVER USE: DUB ENSIOFIS AS SI-ICYO1
STD. PLAN 630
=OR A 54" PIPE DUE TO 5-I' LATERAL
�o V
F BAR1901=-
�Q RING SEAT
TIE
D BARS
w
125 mmx 50 mmBAR
uWi
F BARS
ATTIE
STREETS, 650 mm (2'-2'
(5'x2')PIPE
H BAR
FOR UNPAVED STREETS
061,
SEAT
150 mm (66)
-TIE BARS
/L /
t°\\ -VARIABLE
JZELEV.
L/)E
BARS
150 mm (65V -'_,TIE
S
1.2 m OPTIONAL
FL
O') OUTSIDE
EDGE OF
CONCRETE
Ct tC
L_ 4-151(+4) H
BARS 900 mm
(3'-0') LONG
DETAIL uN"
(RINGS AND COVER NOT SHOWN)
SEE NOTE 2
A BARS 11125 mlrl
i(50) m s I�ELEV. R J �n
B BARS
14 T 15M 0 450 mm (+4 O 18'11
SECTION G -G OC BOTH WAYS. TO BE
15M Q 450 mm 04 O 18•) OC USED WHEN B IS 1500 mmi
BOTH WAYS. TO BE USED (60.1 OR MORE
WHEN D2 IS 1500 mm (60')
OR MORE
SECTION N -M -P -O
1
CONCRETE RINGS PER
OMIT THIS STEP IN
GRADET
A98
MANHOLE FRAME
6� 25 mm
AND COYER PER
w
STD. PLAN 630
STREET GRADE
4J 125 mm x 25 mm (5' x I•)
150 mm (66)
C3
�Q RING SEAT
O I 0 mm • 6•
D BARS
w
IE BARS
uWi
F BARS
ATTIE
STREETS, 650 mm (2'-2'
BARS -
A BARS 11125 mlrl
i(50) m s I�ELEV. R J �n
B BARS
14 T 15M 0 450 mm (+4 O 18'11
SECTION G -G OC BOTH WAYS. TO BE
15M Q 450 mm 04 O 18•) OC USED WHEN B IS 1500 mmi
BOTH WAYS. TO BE USED (60.1 OR MORE
WHEN D2 IS 1500 mm (60')
OR MORE
SECTION N -M -P -O
1
�. J BARS
71.
121.
Q ROUND EDGES TO
75 mm (3') R
TTT-
SECTION C -C
MODIFIED APWA STD 322-1
(48" MAINLINE W/ 54" LAT.)
T_ SHAFT
E [ 125 mm x 50 mm (5• x2')
E PIPE SEAT
0 N I LD D BARS
D BARS
ROUND EDGES I
TO 75 mm (38) RrP--
P 700 mm t 1
i _4) ELEVATION I
STATION
ELEVATION
LONGITUDINAL SECTI ON
VALUESTABLE OF VALUES FOR T
mm 36• 165 mm (6 12' 00 mm (125) 100 mm (41) 110,
975 ft4.41p-) 180 mm 3 mm (156) 110 mm 4 1/
1050 mm (4 t9 (7 1/2•1 450 (180) Its mm (4,W21
1125 mm (45• (7 3/4.) 525 It1m I') 123 •
1200 8' 205 mm 600 mm (2 135 (5 1/4.1
675 mm (270) mm 1/2'
I 0 mm t 230 mm (90) 750 mm 30') 50 mm 6'
• 825 mm (33.1 1 mm (6 1/4.)
1 O mm (60') 4 m 9 1 900 mm (3 165 6 I/2•
157 mm (631) 255 mm (10.) 975 mm 9') 180 mm •
1650 (660) 260 mm (10 /41) 1050 -Am 1421) 190 mm ( 2')
1725 m 6 275 mm I 3/41 II mm (45') 195 mm (7 3N)
1600 mm 280 II') 00 (480 205 mm 8'
1950 mm (7 300 II 3/4.1
2100 mm (841 32 mm (12 1/21) 1350 mm (541) 230 mm (9')
2250 mm (90') 5 mm (13 1/41)
2400 mm (960) 5 mm (140) 500 mm 60•) 240 mm (9 I/2'
2550 mm (102• 39 mm (15 1/2') I 5 mm (630) 255 mm (1091
2700 mm V 40 16' 165 mm 666) 260 mm (10,&49
2850 mm 48) 420 mm 16 1/2' 1725 (690) 275 mm 3/4'
3000 (1200) 430 mm l 1800 mm 72') 280 m II•)
3150 (1261) 430 mm 117 1950 mm ') 300 (II 3/41)
33 mm (1320) 445 mm (17 1/ •) 2100 mm (84 32 mm (12 1/2.1
3 O mm 038') 445 mm (17 1/2' 2250 mm 90') 5 mm (13 1/40)
00 mm 1441) 45 181 2400 mm (961) 355 mm (14')
2550 mm (102') 5 mm (I5 1/21)
2700 mm (10 40 mm (16•)
2850 mm 4') 420 (16 1/2•)
3000 (1200) 430 m (17')
3150 0269 430 mm t)
330 mm (1328 445 mm I 2')
3 O mm (1380) 445 mm 17 IM)
600 mm ((4411 455 mm (180)
MODIFIED APWA STD 322-1
(48" MAINLINE W/ 54" LAT.)
CONCRETE RINGS PER
OMIT THIS STEP IN
STD. PLAN.324
A98
PAVED STREETS
6� 25 mm
ISN p ?S mm •5 3•
H BAR
•
t5 1
STREET GRADE
4J 125 mm x 25 mm (5' x I•)
150 mm (66)
�_
�Q RING SEAT
O I 0 mm • 6•
(5'x2.) m
En ~
400 mm (16') FOR PAVED
PIPE SEAT
150 mm (60)
STREETS, 650 mm (2'-2'
L
H BAR
FOR UNPAVED STREETS
061,
-I 4-15M(•4) H
150 mm (66)
-TIE BARS
/L /
t°\\ -VARIABLE
TIE BARS
L/)E
BARS
150 mm (65V -'_,TIE
_
I
BARS
�. J BARS
71.
121.
Q ROUND EDGES TO
75 mm (3') R
TTT-
SECTION C -C
MODIFIED APWA STD 322-1
(48" MAINLINE W/ 54" LAT.)
T_ SHAFT
E [ 125 mm x 50 mm (5• x2')
E PIPE SEAT
0 N I LD D BARS
D BARS
ROUND EDGES I
TO 75 mm (38) RrP--
P 700 mm t 1
i _4) ELEVATION I
STATION
ELEVATION
LONGITUDINAL SECTI ON
VALUESTABLE OF VALUES FOR T
mm 36• 165 mm (6 12' 00 mm (125) 100 mm (41) 110,
975 ft4.41p-) 180 mm 3 mm (156) 110 mm 4 1/
1050 mm (4 t9 (7 1/2•1 450 (180) Its mm (4,W21
1125 mm (45• (7 3/4.) 525 It1m I') 123 •
1200 8' 205 mm 600 mm (2 135 (5 1/4.1
675 mm (270) mm 1/2'
I 0 mm t 230 mm (90) 750 mm 30') 50 mm 6'
• 825 mm (33.1 1 mm (6 1/4.)
1 O mm (60') 4 m 9 1 900 mm (3 165 6 I/2•
157 mm (631) 255 mm (10.) 975 mm 9') 180 mm •
1650 (660) 260 mm (10 /41) 1050 -Am 1421) 190 mm ( 2')
1725 m 6 275 mm I 3/41 II mm (45') 195 mm (7 3N)
1600 mm 280 II') 00 (480 205 mm 8'
1950 mm (7 300 II 3/4.1
2100 mm (841 32 mm (12 1/21) 1350 mm (541) 230 mm (9')
2250 mm (90') 5 mm (13 1/41)
2400 mm (960) 5 mm (140) 500 mm 60•) 240 mm (9 I/2'
2550 mm (102• 39 mm (15 1/2') I 5 mm (630) 255 mm (1091
2700 mm V 40 16' 165 mm 666) 260 mm (10,&49
2850 mm 48) 420 mm 16 1/2' 1725 (690) 275 mm 3/4'
3000 (1200) 430 mm l 1800 mm 72') 280 m II•)
3150 (1261) 430 mm 117 1950 mm ') 300 (II 3/41)
33 mm (1320) 445 mm (17 1/ •) 2100 mm (84 32 mm (12 1/2.1
3 O mm 038') 445 mm (17 1/2' 2250 mm 90') 5 mm (13 1/40)
00 mm 1441) 45 181 2400 mm (961) 355 mm (14')
2550 mm (102') 5 mm (I5 1/21)
2700 mm (10 40 mm (16•)
2850 mm 4') 420 (16 1/2•)
3000 (1200) 430 m (17')
3150 0269 430 mm t)
330 mm (1328 445 mm I 2')
3 O mm (1380) 445 mm 17 IM)
600 mm ((4411 455 mm (180)
MODIFIED APWA STD 322-1
(48" MAINLINE W/ 54" LAT.)
mm
F F OPTIEDGEOFCONCRETE
I' `I L OUTSIDE
EDGES TO BE
TABLE OF BARS SIZES
SECTION
t3
A98
DOR F
300 mm (129-975 mm 9•
ISN p ?S mm •5 3•
15(11 a 150 mm (+4 a 6•)
1050 mm (42.1-2100 mm (84•)
m (•6 a 3•)
201 a 7S m2250
)5M Q 150 mm (+5 Q 6')
mm (909-3600 144'
•
O I 0 mm • 6•
mm
F F OPTIEDGEOFCONCRETE
I' `I L OUTSIDE
EDGES TO BE
ABLE OF VALUER FO M SEE NO 2
SECTION
PAVED STREET
UNPAVED STREET
75 mm (32) OC
MAX. MIN.
MAX. MIN.
N -M -P -O
867 mm 2'-10 1/2'
1060 mm 3'-6')
C -C
282 mm (11') 217 mm (8 t/2.1
410 mm (16') 380 mm (15.1
F F OPTIEDGEOFCONCRETE
I' `I L OUTSIDE
EDGES TO BE
(4'-e•) LONG 75 mm(3-) OC
CON'T.ADD'L. BARS 150 mm DETAIL "N"
F F
OF MANHOLE, SIEE NOTE 2 (RINGS AND COVER NOT SHOWN)
PLAN (SEE NOTE 1)
(SHAFT NOT SHOWN)
MANHOLE FRAME
ROUNDED TO
D BARS =Boji
GRADE
75 mm (3') R
75 mm (32) OC
R
I-
IOM(•3) TIE BAR
>P
R=ID OF SPUR Ct'
I tc
4-20M(+6). E BARS At
PER STD.
i
(5'x2.) m
I
975 mm (3'-3•) LONG.
PIPE SEAT
-I
- o-. SEE TABLE
L
SEE NOTE 2
Nm VARIABLE
F
-I 4-15M(•4) H
D BARS
-TIE BARS
/L /
-IOM(93) TIE BAR
telt
BARS 900 mm
75 mm (34) OC,
E BARS
_
I
125
125 mm (5.1 F
1.2 m
(3'-0') LONG
SEE NOTE 9
B
650 mm (2' -2.1 FOR
3-15M(+4) J BARS 1.4 m
(4'-0•)
SPRING LINE
(4'-e•) LONG 75 mm(3-) OC
CON'T.ADD'L. BARS 150 mm DETAIL "N"
F F
OF MANHOLE, SIEE NOTE 2 (RINGS AND COVER NOT SHOWN)
PLAN (SEE NOTE 1)
(SHAFT NOT SHOWN)
MANHOLE FRAME
STREET
AND COVER PER
GRADE
STD. PLAN 630
STREET GRADE
PLAN 324
REV. 1956
125 mm x 25 mm (5'x1')
610 mm (24')
MANHOLE SHAFT
RING SEAT
125 mm x 50 mm W
PER STD.
e H BARS
(5'x2.) m
PLAN 324
E
PIPE SEAT
900 mm (3'-0•)
- o-. SEE TABLE
E BARS °1
=
Nm VARIABLE
F
125
N
-TIE BARS
/L /
STEPS---
telt
150 mm (6•
TIE BAR -�
E BARS
q-
125
125 mm (5.1 F
IOM(+3 OR +4)
F J BARS
ROUND EDGES
F TIE BARS
650 mm (2' -2.1 FOR
TO 75 mm (3.1 R
2850 mm (1141
3000 mm 120'
SPRING LINE
15M(+4) a 450 mm
J BARS
INLET
(18') OC BOTH
ROUND
�' ELEVATION
WAYS TO BE USED W
APPLIES AT
WHEN D2 IS 1500 mm
THIS POINT
(60') OR OVE
1125 mm l459 195 mm (7 3714.1 323 mm 21' 123 mm S•
SECTION
A -A
^I Z
N O
s a�
E
o cn
u'1 E BARS -% h1 !
PIPE SEAT LEVEL,
SEE NOTE 8
I I
T175
(3.1 R f�
I I D BARS c
p_ 1700 min 700 mm � P
'1 (2'-4'1,(2'-4•)
GRADE POINTS,
SEE NOTE 4
SECTION B -B
CONCRETE RINGS
PROORKSATANDARDE
MANHOLE PIPE TO PIPE MAIN LINE
PER STD.
PUBLIC WORKS STANDARDS INC.,
GREENBODKCOS1b1rrTEE
,99z
STREET GRADE
PLAN 324
REV. 1956
125 mm x 25 mm (5'x1')
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
RING SEAT
OMIT THIS
on
e H BARS
STEP IN
1111
E
PAVED
�j� F BARS
- o-. SEE TABLE
STREETS
=
Nm VARIABLE
SEE NOTE 3
125
150 mm
H BARS
OR •4 O 188) OC
telt
150 mm (6•
24
E BARS
400 mm (162) FOR
eL
IOM(+3 OR +4)
PAVED STREETS.
F (6 1
F TIE BARS
650 mm (2' -2.1 FOR
405 mm (16')
2850 mm (1141
3000 mm 120'
UNPAVED STREETS
3150 mm 126.1 430 mm (171)
3300 mm (1320) 445 mm (17 I/20)
3450 mm (1380),445 mm (17 I/21)
J BARS
455 mm (181
0 VALUES FOR IF TABLE OF VALUES FOR T
ROUND
905 mm 36' 65 mm 6 1/2' 300 mm (121) 100 mm 41)
EDGES
1030 mm [42'} 190 mm (T I/2• 450 mm (I81) 115 mm 14 1/29
TO 75 mm
1125 mm l459 195 mm (7 3714.1 323 mm 21' 123 mm S•
(3•)R
SECTION
C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROORKSATANDARDE
MANHOLE PIPE TO PIPE MAIN LINE
STANDARD PLAN
PUBLIC WORKS STANDARDS INC.,
GREENBODKCOS1b1rrTEE
,99z
ID=900 mm 36" OR LARGER
METRIC
320 -1 '
REV. 1956
EDGE OF MANHOLE
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
1. -1511(4'- J BARS.
1.4 m (4'-8.) LONG,
1.2 m OPTIONAL
75 mm (31) OC CONTINUE
F 01 F
ADDITIONAL BARS
_
150 mm (6.1 OC TO INSIDE
CONCRETE
r
EDGE OF MANHOLE
Ct
STATION
Lu
125 mm x 50 mm (5'x
SEE NOTE 2
20) PIPE SEAT
D BARS
3-D BARS, 75 mm
TIE BARS
(3') OC CONTINUE
�j� F BARS
150 mm (6') OC
/ \TIE BARS -
4-20M(+6) E BARS
E BARS
SEE NOTE 3
TIE BARS
IOM O 450 mm (+3
J BARS
OR •4 O 188) OC
r
TIE BARS
75 mm (38) R
A 5 B BARS
crITiAu or N
1
ROUND TO 75 mm (3') R
1.2 m OPTIONAL
-- OPTIONAL FILLET
150 rrxn 1601
(4'-Ol) EDGE OUTSIDE
L. -151(+4) H
BARS 900 mxn
ANY STMMARD
CONCRETE
r
T
Ct
♦
tC
It SPUR
STREET
MANHOLE PIPE TO PIPE
150 rrxn 1601
PUeuc NORKS STANDARDS INC..
GREENBO1992 IITTEE
L. -151(+4) H
BARS 900 mxn
ANY STMMARD
(3'-0') LONG
PIPE JOINT
DETAIL "N"
AM N�
(RINGS AND COVER NOT SHOWN)
Fa
SEE NOTE 2
""�R= I D
r OF SPUR t
WITH A MA)L
� OF 1050 mm
F D2 yF (3'-6')
MANHOLE
PLAN SHAFT
PER STD.
(SHAFT NOT SHOWN) PLAN 324
STEPS
F BARS
TIE
BARS
�• T T
SECTION G -G
OMIT THIS STEP IN
PAVED STREETS
H BAR -�
150 mm {6'}_
400 mm (16•) FOR PAVED
STREETS, 650 mm (2'-2'
FOR UNPAVED STREETS'
150 mm 6•
TIE BARS
MIA __ flat
125 mm x 50
(5'x2•)
PIPE SEAT -
ELEV. S
A BARS I 125 mm
,�.Is• ELEV. R (50) m
B BARS
- L
15M Q 450 mm (+4 O 181)
OC BOTH WAYS. TO BE
15M O 450 mm (+4 0 18.1 OC USED WHEN B IS 1500 mm
BOTH WAYS. TO BE USED (60') OR MORE
WHEN D2 IS 1500 mm•(60.)
OR MORE
SECTION N -M -P -O
CONCRETE RINGS PER
STREET
MANHOLE PIPE TO PIPE
GRADE
PUeuc NORKS STANDARDS INC..
GREENBO1992 IITTEE
MANHOLE FRAME
322-1
AND COVER PER
w
STD. PLAN 630
AM N�
SHEET 1 OF 4
m
150 mm (6')
I-
D BARS
w
TIE BARS
las
�j� F BARS
240 mm 9 •1/2.3
/ \TIE BARS -
A BARS I 125 mm
,�.Is• ELEV. R (50) m
B BARS
- L
15M Q 450 mm (+4 O 181)
OC BOTH WAYS. TO BE
15M O 450 mm (+4 0 18.1 OC USED WHEN B IS 1500 mm
BOTH WAYS. TO BE USED (60') OR MORE
WHEN D2 IS 1500 mm•(60.)
OR MORE
SECTION N -M -P -O
CONCRETE RINGS PER
STD. PLAN 324
MANHOLE PIPE TO PIPE
125 mm
PUeuc NORKS STANDARDS INC..
GREENBO1992 IITTEE
`(5•} STREET GRADE
322-1
125 mm x 25 mm (5• x I')
�m
RING SEAT
AM N�
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
150 mm (6')
215 mm (8 I/21)
H BAR
60
1425 mm (57')
235 mm 9 I/41
oo
240 mm 9 •1/2.3
VARIABLE
255 mm (108)
E BARS
260 mm (10 I/40)
TIE BARS
F F
J BARS
280 mm (11•)
ROUND EDGES TO
300 mm (II 3/441
75 mm (38) R
TT -T -
SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROI�tULGATEDBYTHE
MANHOLE PIPE TO PIPE
STANDARD PLAN
METRIC
PUeuc NORKS STANDARDS INC..
GREENBO1992 IITTEE
LARGE SIDE INLET
322-1
,'92
190 mm. (7 1/21
1125 mm (451
REV' 1655
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
DI'���r�_�LE ► T
TOLL FREE �1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
TABLE OF VALUES FOR F
D
F
900 mm (361
165 mm --(6 1/21
975 mm (39')
180 mm (71) .
1050 mm (42'
190 mm. (7 1/21
1125 mm (451
195 mm (7 3/4')
1200 mm (481
205 mm (8')
1275 mm (514)
215 mm (8 I/21)
1350 mm 54'
230 mm (98)
1425 mm (57')
235 mm 9 I/41
1500 mm (601
240 mm 9 •1/2.3
1575 mm (631
255 mm (108)
1650 mm (66')
260 mm (10 I/40)
1725 mm (69')
275 mm (10 3/4'
1800 mm (721
280 mm (11•)
1950 mm (780
300 mm (II 3/441
2100 mm (84')
320 mm (12 I/2'
2250 mm (90'
335 mm 13 1/40)
2400 mm 961
355 mm 149
2550 mm (1024
395 mm (IS 1/2.)
2700 mm (108')
405 mm (16')
2850 mm (1141
3000 mm 120'
420 mm (16 1/21)
430 mm (17')
3150 mm 126.1 430 mm (171)
3300 mm (1320) 445 mm (17 I/20)
3450 mm (1380),445 mm (17 I/21)
3600 m 144•
455 mm (181
TABLE OF VALUES FORM (SEE NOTE l)
SECTION PAVED STREET UNPAVED STREET
MAX. MIN. MAX. MIN.
A -A 867 mm (2'-10 I/28) 1060
(3-6'
C -C 282 mm 011 1217 mm (8 I/2') 410 mm (16.1 380 mm (158)
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN .CALIFORNIA CHAPTER
sTAID DCPLAN
320-1
MANHOLE. PIPE TO PIPE' MAIN LINE'
'
ID=900 mm 36" OR LARGER
SHEET ZOF4
�-+-- E SHAFT
STANDARD PLAN
METRIC
322-1
1 125 mm x 50 mm (5' x2')
ID=900 mm 36" OR LARGER
PIPE SEAT
R �s"-F
sj
�-. � Z
No. 62183 � Xi
� Exp: 9-30-05 �
s�qT ' V 1 �
C
�OFCAL\FOS
� N I 4. D BARS
STORM DRA /N IMPRO VEMEN l PLANS
D BARS
TRACT 1669 5
_DATE•
j#DfflD DETAILS
��j'],
ROUND EDGES ' IP
DESIGNED BY
TOTO 75mDa m(31R I
P 700 mm I'
-4) ELEVATION
�
STA 0
ELEVATION
LONGITUDINAL SECTION
TABLE OF BARS SIZES
OR B A6 OORF
300 mm (129-975 99 ISMO 75 mm •S O 3' 15M O ISO mm (•4 O 6.1
m (05 O 61)
1050 mm 1421-2100 mm (841) 20M O 73 mm +6 O 3' ISM O ISO m2250
25M 0 75 mm
(901-3600 ' I • O 150 m (d6 9 6'
ABLE OF VALUES FOR M (SEE NOTE 21
SECTION PAYED STREET UNPAVED STREET
MAX. MIN. -MAX. MIN.
N -M -P -O 867 mm 2'-10 I/21) 1080 mm 3'-6')
m (16.) 380 mm IIS')
C -C 282 mm (11•) 217 mm IS 1/2.1 410 mTABLE
0 VALUES FOR IF TABLE OF VALUES FOR T
905 mm 36' 65 mm 6 1/2' 300 mm (121) 100 mm 41)
7.1 375 mm (151 110 mm (4 I/4•)
mm 180 mm !R721727--
1030 mm [42'} 190 mm (T I/2• 450 mm (I81) 115 mm 14 1/29
1125 mm l459 195 mm (7 3714.1 323 mm 21' 123 mm S•
200 mm 48' 205 mm @' 600 mm (24•) 135 mm 15 1/40)
1275 mm 512 213 mm (8 1/29 679 mm (271) 40 mm 1/29-
1330 1(5411
mm 230 mm 91 750 m1425 m 30.1 150 mm 16•)
mm 235 mm 1/ 825 mm (331 160 mm (6 1/4•)
ISOO mm 4 ' 900 mm (36•) 165 mm 6 I/2'
1575 mm 63•) 255 mm 1101) 975 mm t39•) 80 7'
1650 mm 86.1 260 mm (10 1/44 IOSO mm (421) 190 mm (7 1/2•)
1725 mm 691) 275 mm 10 3/4' 1125 mm (45'1 185 !W& 3/4•)
1800 mm 172`T--26-6-mm IF) 1200 mm (48' 205 ')
1930 mm t789 300 mm (11 3/4') 1275 mm 511) 215 mm (8 I/24
2100 mm [841) 320 mm (12 I/21) 1350 mm (541) 230 mm (91)
2250 mm 1901 335 mm 13 I/41 1425 mm (571) 233 mm (9 1/4')
2400 mm (96•) 335 mm 140) ISOO mm (60• 240 mm [9 1/21
2550 mm 102') 395 mm (15 1121) 1575 mm (631) 235 mm 10.1
2700 mm 1081 40 mm 16' 1650 mm 66') 260 mm (10 I/4•)
2830 mm (1141 420 mm 16 2' 1723 mm (69') 275 mm 10 3/41
3000 mm 1209 1
30 mm nr 1800 mm (72.1 280 mm (111)3130
mm (126•) 430 mm (17•) 1950 mm (78• 300 mm Ili 3/4.1
3300 mm (1321 445 mm 117 I/2') 2100 mm (84') 320 mm (12 1/2')
3430 mm (1381 443 mm 17 1/2.1 SO mm 905 333 mm (13 1/4•
600 mm 1445 455 mM (180 2400 mm (961) 355 mm (141)
2550 mm (1024) 395 mm (IS 1/2'T-
2700 mm 108.1 405 mm cls•
2850 mm 1114' 420 mm 16 1/2'
3000 mm 1201) 430 mm Ir
3150 mm 1281) 430 mm (17•
3300 mm 132• 44 mm 0)
3430 mm (1389 443 mm (17 I/2')
3600 mm (144• 455 mm [I8•)
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
322-1
MANHOLE PIPE TO PIPE LARGE SIDE INLET}
ID=900 mm 36" OR LARGER
SHEET 2 OF 4
NOTES
I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 867 mm (2'-10 I/21 FOR PAVED STREETS OR 1060 mm (3'-60) 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 (481 OR LESS, CENTER
OF SHAFT MAY BE LOCATED PER NOTE 2.
2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF
STORM DRAIN WHEN DIAMETER DI IS 1200 mm (489 OR LESS. IN WHICH CASE
PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 450 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 (963) OR LESS, L=1.7 m (5`-6'). P=130 mm (5'1
B. 02 OVER 2400 mm (96'). L=1.8 m (6'-0'), P=210 mm (8')
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 BE CONTINUED 150 mm (60) 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 I/20) CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE SHOWN.
6. FLOOR OF MANHOLE SHALL 8E STEEL TROWELED TO SPRING LINE.
7. 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.
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. D BARS SHALL BE 15M(•4) FOR D2=975 mm(39') OR LESS, 15M(+5) FOR
Dz =1050 mm (429 TO 2100 mm {84'} INCLUSIVE AND 24M(•6) FOR
D2=2250 mm (90') OR OVER.
10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT
SPRING LINE UNLESS OTHERWISE SHOWN.
I!. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE
SHOWN, STEPS SHALL 8E UNIFORMLY SPACED 350 mm (140) TO 375 mm (151 OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm {241 ABOVE THE INVERT.
12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE
A. MAIN LINE = 900 mm (36') INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN
LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (36') TO 1050 mm (421
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
320-1
MANHOLE PIPE TO PIPE MAIN LINE
ID=900 mm 36" OR LARGER
SHEET 30F4
NOTES
I. VALUES FOR A. B. C. O1, 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 I/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 8E 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 450 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 (56) FOR D2=2400 mm (960) OR LESS AND 200 mm (81)
FOR 02 OVER 2400 mm (96').
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.
B. 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 BE UNIFORMLY SPACED 350 mm (14') TO 375 mm (150) OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE INVERT.
12. THE FOLLOWING CRITERIA SHALL 8E 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 (121 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
SHEET 3 OF 4
MANHOLE PIPE TO PIPE (LARGE SIDE INLETS
REV. REVISION DESCRIPTION DATE ENGR. CITY DA 7F
SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN 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
REV/51015 TO THE PLANS TO BR/NG THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS /N EFFECT.
FZC C. owG . •
B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR
EQUAL TO 1/2 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 (30').
13. MANHOLE FRAME AND COYER 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 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 (361 WITHOUT REDUCER
630 610 mm (24") MANHOLE FRAME AND COYER
633 914 mm (361 MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
rl U
S
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
MANHOLE PIPE TO PIPE MAIN LINE
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 T4 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 (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
-
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D Its.
T-'I•IESERECOR.fI �,•.; '--�-�.�r,r1F"P!!RED.IIV � 7 --
BART, ON i THE B,n - I=D AND�� `'" �®. ���� I
FURNISHED BY O"i H; v4ll I. NOT BL :n tidao
;.�
OESPONSIBLE FOR ANY F f i+ tO(i5 OR OPJIISSIO1i38 WHICH
IkNAYE BEEN INCORPORATED INTO THE DOCUNf�(�'FS
A RE
ULT THEREOF.
LO
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
Prepared Under The Supervision Of :
OF 4
BENCH MARK.• # 8-17 BASIS OF BEARINGS:
BRASS CAP /N THE CONCRETE BASE OF THE BEAR/NG OF N 89'30'06 " E
THE SOUTH LEG OF AN SCE TOWER ALONG SUMMIT AVE. AS SHOWN
393' NORTH OF HIGHLAND, 0.2 M/ WEST ON RECORD OF SURVEY IN BOOK
OF SAN SEVA/NE RD., 2.65 M/ WEST 35; PAGE 9.
OF SIERRA AVE.
ELEVA 7701: 1 1428.609
Prepared Under The Supervision Of :
C/ T Y OF FON TA NA, CAL /FO I �N/A
R �s"-F
sj
�-. � Z
No. 62183 � Xi
� Exp: 9-30-05 �
s�qT ' V 1 �
C
�OFCAL\FOS
MADOLEPREPAREDIN THE OFFICE
ASSOCIATES, °►
760-A SOUTH ROCHESTER AVENUE
ONTARIO, CA 91761-8180
PHO E (909) 937-9151
ate 2 � �
STORM DRA /N IMPRO VEMEN l PLANS
DRAWN BY
44�_
TRACT 1669 5
_DATE•
j#DfflD DETAILS
��j'],
SCALE:
AS SHOWN
DESIGNED BY
OCT 2004
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