HomeMy WebLinkAbout3519-43 -15W#4) J BARS.
44
ROUND TO 75 mm (3•) R
1.2 m
OPTIONAL
1.4 m (4'-8') LONG.
75 mm (31) OC CONTINUE
MANHOLE FRAME
OPTIONAL FILLET
V
(4'-0-)
OUTSIDE
EDGE OF
ADDITIONAL BARS
F - pi F
T
(3'-69
W
CONCRETE
150 mm (60) OC TO INSIDE
-�--D-`-�I
MANHOLE
I mm ( I/2•
mm
r IT
SHAFT
PER STD.
EDGE OF MANHOLE
1125 mm 45•
5 91/4•
O e
Ct
D BARS
(SHAFT NOT SHOWN)
1C
W
N -
235 mm (9 1/4•)
4. SPUR
N
F BARS
8 mm II•)
1950 mm
STATION
300 mm II /4•
TIE BARS
320 mm (12 1/2")
L
90•
125 mm x 50 mm (5•x
400 mm
150 mm (60)
355 mm t4'
25'0mm
BARS 900 min
2') PIPE SEAT
I
�' ANY STANDARD
T-of125 mm x SO mm
(3'-0') LONG
RCONTINUE
000 MM
PIPE JOINT
"NN
1 mm
(3) OC
420 (1•
3300 mm (132.1
DETAIL
(
150 mm (61 OC
RS
r
(RINGS AND COVER NOT SHOWN)
4-20M(*6) E BARSQ
i
SEE NOTE 2
SEE NOTE 3 -
SECTION C -C
ELEV. S
mm 5
IOM
IOM O 450 mm (63
C�pVy
OR 94 O 180) OC
ej
TIE BARS
�m,`4, 4
- -
15M O 450 mm 04 O 18•)
A IN B BARS
1
OC BOTH WAYS. TO BE
SECTION G -G
15M O 450 mm 04 O 181 OC
erwT1nL1 or Nt
1
MR 1 p
STREET
F
TI
BI
s 1
OF SPUR t
GRADE
DARD
STANMETRIC LAN
PUBLIC WORKSENBOOBTANDARDS TTEEINC.,
GREENBO COMMITTEE
WITH A MAX
MANHOLE FRAME
19
1992
V
OF 1050 mm
REV. 1998
AND COVER PER
F
F
(3'-69
W
STD. PLAN 630
825 mm (33'
-�--D-`-�I
MANHOLE
I mm ( I/2•
mm
PLAN
SHAFT
PER STD.
a
1125 mm 45•
5 91/4•
1500 mm
1 mm
t-
D BARS
(SHAFT NOT SHOWN)
PLAN 324 - -
W
TIE BARS
235 mm (9 1/4•)
STEPS
N
F BARS
8 mm II•)
1950 mm
78'
300 mm II /4•
TIE BARS
320 mm (12 1/2")
40 , (
90•
335 mm 13 1/41
400 mm
96•)
355 mm t4'
25'0mm
102•)
395 mm (I5 1/2•
27 mm
TARS
T-of125 mm x SO mm
-^
-T
000 MM
120'
430 mm 17'
1 mm
(5'x2')
420 (1•
3300 mm (132.1
445 mm (17 1/2•)
(
138•
RS
r
06
PIPE SEAT
i
A BARS 125 IIM11
CASE I
SECTION C -C
ELEV. S
mm 5
ELEV. R (59) co
B BARS
T -rte
- -
15M O 450 mm 04 O 18•)
Lj
OC BOTH WAYS. TO BE
SECTION G -G
15M O 450 mm 04 O 181 OC
USED WHEN B IS 1500 mm
BOTH WAYS. TO BE USED
(60') OR MORE
WHEN D IS 1500 mm (60")
OR MOR
SECTION N -M -P -O
CONCRETE RINGS PER
OMIT THIS STEP IN
STD. PLAN 324
PAVED STREETS
12, 2? mm
; (5) STREET GRADE
H BAR
W 125 mm x 25 mm (5' x 1')
150 mm (6')
M
i3to RING SEAT
NH
400 mm (16•) FOR PAYED
150 mm (61)
STREETS, 650 mm (2'-2'
H BAR
FOR UNPAVED STREETS
o
150 Im (6•)
_ '° VARIABLE
TIE BARS ----r_
~_E BARS
I mm
TIE BARS
F F J BARS
ROUND EDGES TO
75 mm (31) R
SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
MANHOLE PIPE TO PIPE -
DARD
STANMETRIC LAN
PUBLIC WORKSENBOOBTANDARDS TTEEINC.,
GREENBO COMMITTEE
LARGE SIDE INLET
322 -1
19
1992
mm /•
.
REV. 1998
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES
t. 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
- 8
PER SECTION C C. WHEN DIAMETER DI IS 1200 mm (4 } 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 (961 OR LESS AND 200 mm (80)
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 (1 1/20) 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. 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 (141 TO 375 mm (150) 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-
QUATE. MAIN LINE = 900 mm (361 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 PIAN
METRIC
.32230
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
'+- SHAFT
: 125 mm x 50 mm (5• x2"1
I I PIPE SEAT
D BARS
ROUND EDGES
TO 75mm(3)R +��IP
• ,.I P 7700mm STATION_ I r
LONGITUDINAL SECTION
TABLE OF S I S
A a 0 DORF
I .- 7 mm i M mm• O• 15HO150mm(•4O6'
1050 mm (42• -2100 mm (84'1 M O mm • • 15M O 150 mm t•5 O 6.1
2250 mm (901)-3 1419125M 0 75• •
TABLE OF VALUES F3R M (SEE NOTE 2)
SECTION PAVED STREET UNPAVED STREET
MAX. WN. MAX MIN.
N -M -P -O 6 mm - 1060 mm 3'-6'
C -C 82 mm (11• 17 410 1
TABLE
OF
VALUES FOR IF
300 mm IF.
10 ;j(4*)
75 mm I51
mm
450 nun p8•)
mm /•
mm
125 mm 3"
180 mm (r)
1050 mm t 2•
I mm 1/24
1125 mm 43•)
195 mm /4•)
1900 mm
825 mm (33'
20 mm 81
I275 mm tsl•
I mm ( I/2•
mm
1 71
mm 9'
1425 mm
1125 mm 45•
5 91/4•
1500 mm
1 mm
60'
6
21
255 mm 4104
1650 mm
66•
260 mm 10 1/41)
1725 mm
235 mm (9 1/4•)
mm i
0 mm
2•
8 mm II•)
1950 mm
78'
300 mm II /4•
2100 mm (84")
320 mm (12 1/2")
2250
90•
335 mm 13 1/41
400 mm
96•)
355 mm t4'
25'0mm
102•)
395 mm (I5 1/2•
27 mm
10
mm rigl
2850 mm (1141
420 f .
000 MM
120'
430 mm 17'
1 mm
l6'
420 (1•
3300 mm (132.1
445 mm (17 1/2•)
3450 mm
138•
443 mm I7 1/2'
06
a55 akin (18*11
TABLE OF VALUES FOR T
STANDARD PLAN
METRIC
322-1
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
300 mm IF.
10 ;j(4*)
75 mm I51
110 mm 4 1/
450 nun p8•)
IIS mm (4 1/2•)
525 mm 21•
125 mm 3"
600 mm (241)
135 mm (5 1/4•)
673 mm (27•)
mm /
730 mm 30•
ISO mm 69
825 mm (33'
160 mm (6 1/4•)
00 mm
16 mm 1/2'
975 mm (3 91)
1 71
1050 mm 42•)
190 mm (7 1/21)
1125 mm 45•
195 mm 7 3/4•
I mm a
mm('
127 mm 511
215 mm 8 1/21
1350 mm (54')
230 mm (9•
1425 mm 57•)
235 mm (9 1/4•)
1500 mm 601
240 mm 9 1/21
1575 Iron 63•)
55 mm 10•)
1650 mm 66'
260 mm 10 1/41
I mm (6
75 mm 1 /4'
1800 mm (72•)
280 mm (11•)
1950 MM
300 mm (11 3/41)
2100 mm (84'
320 mm 12 /2•)
2250 mm 90'
335 mm (13-1/4'1
400 969
53 mm 044
2550 mm (1021)
395 mm (15 I/24
700 mm (1081
405 mm 16'
2850 mm (114`
420 mm 1
0 120•
30 mm 17•
150 mm 0261
430 mm I
3300 mm 1 '
3450 138'
mm
mm 1 /
3600 mm 144•)
455 mm 18•)
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
322-1
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
SHEET 2 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 (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 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 (24') MANHOLE FRAME AND COVER
633 914 mm (36") MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEPcocm
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
METRIC
ZL
MANHOLE
Q�pFESSlpNq
ti�QkO'���W C. ,y/c�Fyc
� No. 63494
� Exp. Sept. 30, 2008 � •
MAT HEW C. HICKS
s� clv1� RCE N0. 63494 EXP. 09-30-08
qTF aF C AUF
•. MAIN LINE RCP OR
REINFORCED MONOLITHIC
ARCH, SEE NOTE 2
s
H 1
DD
�I
84 mm
DATE: 5.115.00
(3•) MIN.
I
W 1
,n (ROUND I
EDGE
� � iv TO 75 mm
F = � Z
W W 0 i 1
(wj to Q to
322 - 1
PIPE TO RIPE (LARGE SIDE INLET)
SHEET d OF 4
Q�pFESSlpNq
ti�QkO'���W C. ,y/c�Fyc
� No. 63494
� Exp. Sept. 30, 2008 � •
MAT HEW C. HICKS
s� clv1� RCE N0. 63494 EXP. 09-30-08
qTF aF C AUF
•. MAIN LINE RCP OR
REINFORCED MONOLITHIC
ARCH, SEE NOTE 2
s
H 1
DD
�I
84 mm
DATE: 5.115.00
(3•) MIN.
I
W 1
,n (ROUND I
EDGE
� � iv TO 75 mm
F = � Z
W W 0 i 1
(wj to Q to
1
d. LATERAL/
�l CONNECTOR PIPE
IDM Q IDU mm
(•4 O 6•) OC
IOM O 450 mm
(•3 OR •4 O 181
)
OC TIE BARS
E AND F BARS
15M O 75 mm
SEE NOTE 8
80 mm SEE NOTE 3 VALUES F
f3') MIN.
1 STA. POINT B
LATERAL
SEE NOTE 3 300 mm (126) 1301
PLAN 375 mm (15.) 130 i
450 mm (18•} 130 �
323 mm (21') 130
SPUR IOM O 450 mm 600 mm i249 140
(•3 OR •4 O t8•) 673 mm (271) 140
OC TIE BAR Tso mm (3a•) 150
REINFORCING STEEL I G BARS ISMO 150 mm 825 mm t33•I 170 I
(•4 O 6') 0..----'�'" 900 mm 136.1 170 i
80 mm (31
) MIN. 975 mm <39•) 160
1
LINE NG ROUNDI 13 m
�� !I' EDGES ELEV. R
E OARS 15M -A#51
•\ ELEV. S
1 ;
F BARS 15M (05)
O 75 mm (3•) OC
UNDISTURBED \ 1 CONCRETE CRADLE.
EARTH H H 265-C-14 (450-C-2000).
SEE NOTE 9
SECTION Z -Z SECTION M -M
BARS
BARS
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PROMULGATED By THE STANDARD PLAN
PUBLIC WORKS STANDARDS INC., JUNCTION STRUCTURE - PIPE TO PIPE INLET METRIC
OREENBOOKCOMMITTEE ID 2:600 mm (24") OR ID > 1/2 MAIN LINE ID 331-2
NOTES ,
I. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER
OF THE LATERAL IS GREATER THAN I/2 THE INSIDE DIAMETER D OF THE
MAIN LINE: OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER
THAN 600 mm (24"). B SHALL NOT EXCEED .75 D OR 975 mm (39").
2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM GRAIN,
D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL
SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME
MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A
REINFORCED MONOLITHIC ARCH.
3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE
INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS
SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES
APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH
THE CONNECTOR PIPE CENTER LINE.
4. VALUES FOR A. B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS.
ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER
NOTE 5.
5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS
IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY.
b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A
STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION
OF AN INLET PIPE.
c. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET
PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE
SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE
CATCH BASIN OR GRADE BREAK IN LINE.
6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE
INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN
RADIALLY IF ANGLE A IS GREATER THAN 45° BIS LESS THAN OR EQUAL TO
600 mm (24") AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN
.5 D. OTHERWISE, STANDARD PLAN 340 SHALL BE USED.
7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE.
8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL
TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE
TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE
CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF
THE SPUR.
9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND
ENCASEMENT IAS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A
JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE
CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12") ABOVE THE TOP OF THE
MAIN LINE AND TO THE LIMITS OF THE CRADLE.
IF CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE
OPPOSITE INLET MAY BE OMITTED.
10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M, GRADE 300, (ASTM A 615.
GRADE 40), AND BE PLACED 40 mm (l I/2") CLEAR FROM CONCRETE SURFACES,
UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS
THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + 150 mm (6").
H. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF
THE SPUR.
12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND
115 mm (I/2' MIN.
SEE NOTE 4
( o•
B BEDDING OF
1 , INLET PIPE
Rte• 1�8
SHEET 7 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SEE NOTE 6
45• 265 %C 14 Mpa
(450-C-2000)
:' y4-
• � •�
1
CONCRETE OR
'• '? '• 'T "•
• COMPACT SOIL TO
RELATIVE DENSITY
REQUIRED BY
W O
'•'•'•�:'�.':•� •:•
UNDISTURBED EARTH
N
I,
m
i
CASE
i
I
1
d. LATERAL/
�l CONNECTOR PIPE
IDM Q IDU mm
(•4 O 6•) OC
IOM O 450 mm
(•3 OR •4 O 181
)
OC TIE BARS
E AND F BARS
15M O 75 mm
SEE NOTE 8
80 mm SEE NOTE 3 VALUES F
f3') MIN.
1 STA. POINT B
LATERAL
SEE NOTE 3 300 mm (126) 1301
PLAN 375 mm (15.) 130 i
450 mm (18•} 130 �
323 mm (21') 130
SPUR IOM O 450 mm 600 mm i249 140
(•3 OR •4 O t8•) 673 mm (271) 140
OC TIE BAR Tso mm (3a•) 150
REINFORCING STEEL I G BARS ISMO 150 mm 825 mm t33•I 170 I
(•4 O 6') 0..----'�'" 900 mm 136.1 170 i
80 mm (31
) MIN. 975 mm <39•) 160
1
LINE NG ROUNDI 13 m
�� !I' EDGES ELEV. R
E OARS 15M -A#51
•\ ELEV. S
1 ;
F BARS 15M (05)
O 75 mm (3•) OC
UNDISTURBED \ 1 CONCRETE CRADLE.
EARTH H H 265-C-14 (450-C-2000).
SEE NOTE 9
SECTION Z -Z SECTION M -M
BARS
BARS
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PROMULGATED By THE STANDARD PLAN
PUBLIC WORKS STANDARDS INC., JUNCTION STRUCTURE - PIPE TO PIPE INLET METRIC
OREENBOOKCOMMITTEE ID 2:600 mm (24") OR ID > 1/2 MAIN LINE ID 331-2
NOTES ,
I. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER
OF THE LATERAL IS GREATER THAN I/2 THE INSIDE DIAMETER D OF THE
MAIN LINE: OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER
THAN 600 mm (24"). B SHALL NOT EXCEED .75 D OR 975 mm (39").
2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM GRAIN,
D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL
SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME
MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A
REINFORCED MONOLITHIC ARCH.
3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE
INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS
SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES
APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH
THE CONNECTOR PIPE CENTER LINE.
4. VALUES FOR A. B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS.
ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER
NOTE 5.
5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS
IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY.
b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A
STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION
OF AN INLET PIPE.
c. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET
PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE
SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE
CATCH BASIN OR GRADE BREAK IN LINE.
6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE
INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN
RADIALLY IF ANGLE A IS GREATER THAN 45° BIS LESS THAN OR EQUAL TO
600 mm (24") AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN
.5 D. OTHERWISE, STANDARD PLAN 340 SHALL BE USED.
7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE.
8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL
TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE
TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE
CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF
THE SPUR.
9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND
ENCASEMENT IAS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A
JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE
CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12") ABOVE THE TOP OF THE
MAIN LINE AND TO THE LIMITS OF THE CRADLE.
IF CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE
OPPOSITE INLET MAY BE OMITTED.
10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M, GRADE 300, (ASTM A 615.
GRADE 40), AND BE PLACED 40 mm (l I/2") CLEAR FROM CONCRETE SURFACES,
UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS
THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + 150 mm (6").
H. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF
THE SPUR.
12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND
115 mm (I/2' MIN.
SEE NOTE 4
( o•
B BEDDING OF
1 , INLET PIPE
Rte• 1�8
SHEET 7 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
E
CONC. PIPE. RCP OR C$P
��• t MAIN LINE RCP
4+- t MAIN LINE RCP fOp���
I er
� �..LQQ.rM.141
CASE
PLAN
'4
s✓c
265 Kg -C-14
Mpo �
(450-C-2000)
CONC. ENCASEMENT.
SEE NOTE 5
fs0
f6'J
SEE NOTE 3
CASE 2
(SEE NOTES 9 6 10)
I-
115 mm (I/2' MIN.
SEE NOTE 4
( o•
B BEDDING OF
1 , INLET PIPE
•'- '_
i45q
BACKFILL WITH
N,
+'•'•
SEE NOTE 6
45• 265 %C 14 Mpa
(450-C-2000)
:' y4-
• � •�
1
CONCRETE OR
'• '? '• 'T "•
• COMPACT SOIL TO
RELATIVE DENSITY
REQUIRED BY
SPECIFICATIONS
'•'•'•�:'�.':•� •:•
UNDISTURBED EARTH
BEDDING. PER
SPECIFICATIONS
CASE
i
SECTION
8-B
• FOR OUTLET SEE STD.
CATCH BASIN PLANS
g
24� � CATCH BASIN FLOOR
00
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I/2 00 MIN.
'".• a';."
CONC. PIPE,
•• RCP OR .CSP
BACKFILL
"• ' "
• `4 "• `* "•
BEDDING
06
45°-
--
CASE I
SECTION C -C
nwelce TO SU
)NS
PLAN
CASE 3
SADDLE CONNECTION
SECTION
,
RTAR1984
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE JUNCTION STRUCTURE -PIPE TO PIPE STANr SIC �"
PUBLIC WORKS STANDARDS INC., • [ID <_ 600 mm (24")] 332-1
GREENBOOK COMMITTEE
REV. 1
GENERAL NOTE
I. 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. IF
ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION
SHALL BE ENGLISH UNITS.
NOTES
CASE !AND CASE 2
I. IF ANGLE A IS LESS THAN 450 OR IF D IS LARGER THAN 600 mm
(24"), THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED.
2. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED
ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE.
3. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY. IF THE
INLET PIPE CANNOT ENTER RADIALLY, THEN ANOTHER STANDARD
STRUCTURE SHALL BE SPECIFIED.
4. THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE
OUTSIDE DIAMETER OF THE INLET PIPE PLUS 30 mm (I") MINIMUM
TO 75 mm (3') MAXIMUM.
5. ALL CONNECTOR PIPES FOR CASE 2 SHALL 8E ENCASED IN CONCRETE
IF LAID WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF LAID ON
FILL WHICH HAS NOT BEEN DENSIFIED.
6. BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE
OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP.
7. ALL CSP AND FITTINGS SHALL_ BE GALVANIZED.
8. STATION SPECIFIED ON THE PROJECT DRAWINGS APPLIES AT THE
INTERSECTION OF THE INSIDE WALL OF MAIN LINE AND THE CENTER
LINE OF INLET PIPE.
9. CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OF A
GRATING CATCH BASIN WHERE THE GRATE WILL BE SUBJECT TO
VEHICLE TRAFFIC.
10. FOR CASE 2. NOT MORE THAN 3.5 m (12') OF INLET PIPE SHALL BE
LOCATED WITHIN THE MAIN LINE EXCAVATED TRENCH.
CASE 3
II. CONNECTIONS TO PIPES 525 mm (2I') OR LESS IN DIAMETER WITHOUT JUNCTION
STRUCTURES OR PRECAST Y BRANCHES SHALL BE MADE WITH SADDLES.
12. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED ONE-HALF
THE INSIDE DIAMETER OF THE MAIN LINE.
13. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN LINE
SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTOR PIPE.
14. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE
SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE
SADDLE PIPE.
15. THE CONNECTOR
20F2
988
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
ENGLISH UNITS ARE NOT
EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR
CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BARS 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
JUNCTION STRUCTURE -PIPE TO PIPE INLET METRIC
331 -2
ID Z 600 mm 24" OR > 112 MAIN LINE [D SHEET
-J
S8
20F2
'I-2
LATERAL/CONNECTOR PIPE
PIPE SHALL BE SUPPORTED AS SHOWN IN CASES I AND 2.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
JUNCTION STRUCTURE -PIPE TO PIPE METRIC
[ID:5 600 mm 24") 332-1
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SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �o w C �� � ONTARIO, CALIFORNIA 91764-5592 STORM DRAIN IMPROVEMENT PLANS
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SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , W No .63494 � CONSUL I N C J. S. 1
DIAL Two WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS JOB NUMBER
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BEFORE •� DAYS BEFORE TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND sr C 1 v I� ��
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STANDARDS IN EFFECT. MJF Eos DATE: CHECKED BY APP90A DRAWING N0. 4,
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SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �o w C �� � ONTARIO, CALIFORNIA 91764-5592 STORM DRAIN IMPROVEMENT PLANS
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL.909.581.0196 • Fax 909.581.0192 • www.RBF.com DRAWN BY: SCALE:
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SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , W No .63494 � CONSUL I N C J. S. 1
DIAL Two WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS JOB NUMBER
� Exp. 9/30/06 z� PREP R UN ER , E S PER ISION OF: DESIGNED BY: TRAG��T )04,95-1 15-100634
BEFORE •� DAYS BEFORE TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND sr C 1 v I� ��
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STANDARDS IN EFFECT. MJF Eos DATE: CHECKED BY APP90A DRAWING N0. 4,
TOLL FREE 1-800-227-2600 OF C A�1
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT WING 04 /08 MATTHEW C. HICKS RCE N0. 63494 EXP. 09-30-06 R. J.
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SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �o w C �� � ONTARIO, CALIFORNIA 91764-5592 STORM DRAIN IMPROVEMENT PLANS
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL.909.581.0196 • Fax 909.581.0192 • www.RBF.com DRAWN BY: SCALE:
o DETAILS
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , W No .63494 � CONSUL I N C J. S. 1
DIAL Two WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS JOB NUMBER
� Exp. 9/30/06 z� PREP R UN ER , E S PER ISION OF: DESIGNED BY: TRAG��T )04,95-1 15-100634
BEFORE •� DAYS BEFORE TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND sr C 1 v I� ��
YOU DIG YOU DIG � J.S
STANDARDS IN EFFECT. MJF Eos DATE: CHECKED BY APP90A DRAWING N0. 4,
TOLL FREE 1-800-227-2600 OF C A�1
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT WING 04 /08 MATTHEW C. HICKS RCE N0. 63494 EXP. 09-30-06 R. J.