HomeMy WebLinkAbout3522-3B
o ` ♦' EDGES TO BE ROUNDED
f LATERAL/ , N
CONNECTOR PIPE
T r
I-/� TO 75 mm (3'1 R 10MO450 mm
~ � � {°3 OR .01018•) oc ,
s/
Cf C ROUND EDGES TO RADIUS ` NOTES
II. 'THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: OF APPROXIMATE ID 0.
A� -+m' � I t/y f A NOTES LATERAL. MAXIMUM �
J
1 0 A. MAIN LINE = 825 mm (33•
J 1 900 mm (36') 0PQ` \ 1. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE, 8, SHALL
\ y R = - � ) INSIDE DIAMETER OR LESS. (EXCEPTION - NOT EXCEED 5045'.
OF SPUR ( - I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (36") 150 / v
- E THAN 867 mm (2'-10 I/2") FOR PAVED STREETS OR 1060 mm (3'-6') FOR TO 1050 mm (42") INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS A e B BARS t6) OUND EDGES 2. VALUES FORA B. C D AND 150 mm (6•) M TO 75 mm (3•I R I D2 ARE SHOWN ON THE PROJECT
MIN. _ _ UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION G -C AND DETAIL "N'. 825 mm (33") OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS 1S0 mm DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN
1- ALL STEEL REINF. 15M DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (6') WHEN NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm REQUIRED BY NOTE 10.
o loo mm tM o 4.1 OC LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C To 1060 mm (3'-6") (36•) IN DIAMETER. ,�
P ( 3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE.
o B DETAIL "N" PLAN OR LESS. -
B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE a. MAIN LINE NOTES
I SEE P
PLAN (RINGS AND COVER NOT SHOWN) 2 H T SECTION A -A AND B -O SHALL NOT BE LESS THAN L2 m (4'-O'), CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE 4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615)
SEE NOTE ( BUT MAY BE INCREASED PROVIDED THAT THE VALUE F N
(SHAFT NOT SHOWN)
PROMULGATEDBY THEARDS
PUBLIC WORKS STANDARDS
0 M SHALL NOT
BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL
STANDARD
OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm (89)
P�IAIN LIME ID'S 825mm 33" OR SMALLER
321 -1
.
REV. 1996
BE USED. FOR H (IN SECTION C -C) SEE NOTE I.
SHEET 1 OF 3
THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM
mm (241111
-
STREET GRADEMANHOLE FRAME CONCRETE RINGS STREET GRADE
REV. 1996
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
THE END OF THE RCP. SHALL BE A MINMUM OF 150 mm (60).
450 18 120 4 1/2
AND COVER PER PER STD. PLAN 324 mm x 25 mm
600 24 140 5 1/4
3. L SHALL BE 1.2 m (4'-O') UNLESS OTHERWISE SHOWN. L MAY BE IN-
750' 30 160 6
825 33 160 6 1/4
900 36 170 6_V2
STD. PLAN 630 5
910 mm OMIT THIS STEP (5'1 x1•)
1050 42
CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS, BUT ANY
71/2
(,. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED
O
O
n'
E
n
0
'�
_ w (241 IN PAVED STREETS RING SEAT
MANHOLE
11251 45 200 7 3/4
CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER.
1275 51 220 8 1/2
MINIMUM DISTANCES CANNOT BE MAINTAINED. THEN ONE OF THE
FOLLOWING ALTERNATE SOLUTIONS
1425 57 240 9 I/4
CID SHAFT 225 mm (9 wm
PER STD. 400 mm (16•) FOR ti10 �'c
1575 63 260 10
4. T SHALL BE 200 mm (8') FOR VALUES OF H UP TO AND INCLUDING 2.4 m
(8'-0') AND 250
1725 69 280 10 3/4
MUST BE USED.
1950 78 300 11 3/4
wE PLAN 324 PAVED STREETS, -_ (24.1 -
2250 90
mm p0') FOR VALUES OF H OVER 2.4 m t8' -O").
13 1/4
I. PROVIDE A SPECIAL STRUCTURE.
c
E
o
c'
o in yE.. 900 mm t3' -0'I 650 ET (2'-2•) �[ ^ mr° a
K, STREETS FOR UN- le on T 1050 lam (3'-6.1 T .. W
2400 96 360 14
5. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT
2700 108 410 16
UC
2. PROVIDE TWO STANDARD STRUCTURES. CONSISTING OF THIS
3000 120 440E
PAVED STREETS -:
'"" Tt
3300 132 450 K171/2
CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF
3600 144 460
MANHOLE PLACED UPSTREAM DOWNSTREAM FROM THE APPLICABLE
z
mm x 50 mm (5•x2.1 PIPE SEAT �
SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3.JUNCTION
STRUCTURE OR TRANSITION STRUCTURE.
lli w
o ROUND EDGES 15 mm ,aaa�"i
Ir 1125
••: OF INLETS I/2'
L
6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M,
12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
- ROUND EDGESFACES
GRADE 40). AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OFCONCRETESUR-
UNLESS
UNLESS OTHERWISE SHOWN.
I�
OTHERWISE SHOWN.13.
DRAWINGS, INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN
iv
MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
INLET
APPLIES AT THIS SECTION C -C
7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
OTHERWISE SHOWN.
POINT
8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
14. WHERE A MANHOLE SHAFT - 900 mm (360) WITHOUT REDUCER IS
SECTION A -A
EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY
SPECIFIED REFER TO STANDARD PLAN 336.
F BARSARS
MAY BE PLACED AT SPRING LINE.
STATION LINE 900 mm (3'-0')
9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE
15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
200 mm (81) 1
A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 mm (81).
P f IOM0450 mIn i
m �t B BARS
o ie) Oc
16. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36") WITHOUT REDUCER
STEPS
10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
IS SPECIFIED REFER TO STANDARD PLAN 329.
T 450 mm (181)
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (I41 TO 375 mm (151 OC.
REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR
73 mm 13')
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE LEDGE
17. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE
_ (
AT THE SIDE OF THE MANHOLE.
NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES
_
USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING
SECTION N' -N"-N"
BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES.
loo mm (4•) L+2T-200 mm (e• 100 mm t4•)
IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE
ENGLISH UNITS.
200 mm (8• , 200 mm (80)
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
OPTIONAL BOTTOM GRADE POINTS.
326 MANHOLE SHAFT - 900 mm (369 WITHOUT REDUCER
SEE NOTE 5
3288 PPRESSURE MANHOLE SHAFT - WITH ECCENTRIC
SECTION B -B
TABLE OF VALUES FOR M (SEE NOTE 1)
SECTION PAVED STREET I UNPAVED STREET
MAX. MIN. MAX MIN.
A -A 867 mm (2'-10 1/21) 1 11060 mm (31-6.1
C -C 282 mm (11•) 1217 mm to 1/2.1 1410 mm (161) 1 380 mm (IS•)
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATEDBY THEARDS
PUBLIC WORKS STANDARDS
MANHOLE PIPE TO PIPE ONE OR BOTH
STANDARD
INC.,
GREECOMMITTEE
(9.
1982
P�IAIN LIME ID'S 825mm 33" OR SMALLER
321 -1
.
REV. 1996
' [ID < 600
SHEET 1 OF 3
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
E LATERAL/CONNECTOR PIPE CONC. PIPE. RCP OR CtP
4. MAIN LINE RCP
1'- t MAIN LINE RCP 100
0 mvm '
v�nn ..
'y RV
,,--CLASS
LASS � 4 ` C115 mm 0/2•) MIN.
MORTAR\ Q• SEE NOTE 4
\ \ STA. PT. +B BEDDING OF
�. \ INLET PIPE y:y... ,•. 1451
BACKFILL WITH "" '
I(, 45° 265 Kg -C-14 M a 4 SEE NOTE 6
q P
(450-C-2000) �•a: 1
CONCRETE OR
TO
RELATIVE DENSITY
REQUIRED BY
oy
o SPECIFICATIONS '=.'.•':':�;.;• •..
CASE I UNDISTURBED EARTH BEDDING. PER
SPECIFICATIONS
PLAN CASEI
SECTION B -B
FOR OUTLET SEE STD.
g CATCH BASIN PLANS
CATCH BASIN FLOOR p4
265 K&gC-14 MPA ••.::'.:'a•`'.
(450-C-2000)
CONC. ENCASEMENT, 1/2 OD MIN. `.:;a•..
SEE NOTES
SEE NOTE
CASE 2
(SEE NOTES 9 81 10)
CONC. PIPE,
RCP OR CSP
UADICC TO Sl
)NS
BACKFILL
BEDDING
00
CASE
SECTION C -C
PLAN SECTION
CASE 3
SADDLE CONNECTION
RTAR
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
LGATEDDAR
JUNCTION STRUCTURE --- PIPE TO PIPE
STANDARD PLAN
PUBLIC WORKS STANDARDS INC..
F
OR
T
(INCHES)
.�
m
mo
GREENSOOK COMMITTEE
' [ID < 600
332-1
1984
mm (241111
4
REV. 1996
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
1
SHEET2oF3
MANHOLE PIPE TO PIPE PONE OR BOTH MAIN LINE321R_C
IDS 825mm (331 OR SMALLER
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 I AND CASE 2
1. 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 BE 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
11. CONNECTIONS TO PIPES 525 mm (210) 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 PIPE SHALL BE SUPPORTED _AS SHOWN IN CASES I AND 2.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
3METRIC
JUNCTION STRUCTURE - PIPE TO PIPE
ID < 600 mm (24"
SHEET20F2
F
OR
T
(INCHES)
.�
m
mo
U �' C S TO PPE
QaoF�ss�oNq
C
y
cz
Lu O
� No. 63494
� Exp. Sept. 30, 2008 � °
MAT HEW C. HICKS
RCE NO. 63494 EXP, 09-30-08
FOF
DATE: DIAL TWO WORKING
BEFORE „�.� DAYS BEF❑RE
YOU DIG Y❑u DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
RECORD DRAWING
RESSURE MANHOLE SHAFT - 914.mm (368) WITHOUT REDUCER
630 .610 mm (24") MANHOLE FRAME AND COVER
633 914 mm (36') MANHO E
--' - I-- - - -o--
TABLE
FOR DIMENSIONS
AND BAR SIZES
GRADE 300(40). AND SHALL TERMINATE 40 mm (1 1/2') CLEAR OF
(mm1
D2
OR
B
(INCHES) (mm)
F
OR
T
(INCHES)
.�
m
mo
m
o
o
a
300
12
I10
4
v
in
,a
E
p
n
u
6
v
E
n
-
^
375 15 IID 4 1/4
450 18 120 4 1/2
525 21 130 5
600 24 140 5 1/4
675 27 140 5 1/2
750' 30 160 6
825 33 160 6 1/4
900 36 170 6_V2
975 39 180 7
1050 42
190
71/2
P
O
m
E
E
?
1
N
O
O
n'
E
n
0
'�
e
n
11251 45 200 7 3/4
1200 48 210 8
1275 51 220 8 1/2
1350 54 230 9
1425 57 240 9 I/4
1500 60 250 9 1/2
1575 63 260 10
1680 66 260 10 1/4
1725 69 280 10 3/4
1800 72 280 11
1950 78 300 11 3/4
2100 84 320 12 1/2
2250 90
340
13 1/4
o
O
V
E
1a
N
c
E
o
c'
r
E
E
N3450
2400 96 360 14
2550 t02 400 15 1/2
2700 108 410 16
2850 114 420
3000 120 440E
3150 126 440u+
3300 132 450 K171/2
138 450
3600 144 460
--' - I-- - - -o--
STANDARD PIAN
321IC
_ 1
SHEET 3OF3
GRADE 300(40). AND SHALL TERMINATE 40 mm (1 1/2') CLEAR OF
TRANSITION STRUCTURE
STANDARD PLAN
ICWORKSSTA DARDS
PUBLIC WORKS STANDARDS INC,
CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL
METRIC
GREENB°COMMITTEE
PIPE
BARS SHALL BE IOM 0 450 mm ("3 OR °4 O 18') OC OR LESS.
19
I 1992
,,•
225 mm (91
5. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE.
SHEET t OF 2
•-► •-� STATION
275 mm (W)
6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS
275 mm (11-)
STATION N' M 1011 (-3 OR -4)•
OPERATION. EXCEPT THAT THE CONTRACTOR SHALL HAVE THE
SEE NOTE 4
STATION PT. 0 BARS
OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT
LONGITUDINAL KEYWAY.
PLAN
7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION
D BARS OR 4)
OF THE CONTRACTOR TO MEET RCP ENDS. USING D BARS.
LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION
OF SAME DIAMETER AND SPACING AS SPECIFIED 1N THE TABLE, BUT
ANY CHANGE IN THE LOCATION OF SPUR MUST BE APPROVED BY THE
ii
ENGINEER.
ELEV. ELEV.
STA. STA, i
8. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE, UNLESS
I
OTHERWISE SHOWN ON THE PROJECT DRAWINGS.
�'--
9. WHEN THERE IS NO SPUR REQUIRED, A & B BARS SHALL BE OMITTED.
10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT
15M0450 mm (•40181) 0C,
DRAWINGS, INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN
BOTH WAYS, TO BE USED WHEN
INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY, ELEVATION S
D,2, IS 1500 mm (60•) OR MORE
SHALL BE SHOWN ON PROJECT DRAWINGS. AND INLET PIPE SHALL
LONGITUDINAL SECTION
BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN
OR GRADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON
D BARS
PROJECT DRAWINGS ONLY WHEN STUB IS TO BE PROVIDED IN MAIN
IOM 41
~
LINE FOR FUTURE CONSTRUCTION OF INLET PIPE.
F BARSARS
II. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 m (25').
IF THE COVER EXCEEDS 7.5 m (25'1 A SPECIAL STRUCTURE SHALL BE
rr
DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS.
P f IOM0450 mIn i
m �t B BARS
o ie) Oc
12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS
ELEV. R ELEV. S
ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL
+
I
VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES EXCEPT
1
~i-
REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR
METRIC BAR SIZES, IF ENGLISH UNITS ARE USED, ALL VALUES USED
T -r
15M0450 mm (•4018•) OC.
FOR CONSTRUCTION SHALL BE ENGLISH UNITS.
BOTH WAYS. TO BE USED
OWHEN R MORES 1500 mm (60')
It MAIN LINE
SECTION N' -N"-N"
L FRAME AND GovER
635 STEEL STEP PROJECTED ON M -M -N"
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PIAN
321IC
_ 1
SHEET 3OF3
MANHOLE PIPE TO PIPE PONE OR BOTH MAIN LINE
IDS 825mm 33 OR SMALLER
DATE I ENGR. I CITY I DATE
04/08
i
15M0300mm(-4 012'
L/2 (TYP.)
I
N I �
NEW OR
EXIST. PIPE I /
FLOW
I � Q` fik Tip
'tea'
15M 0 300 mm
(-4 0 12'1 ---
3-15M (94) CIRCULAR TIES,
SEE NOTE 9
150 mm
6•) MIN
CUT -- NO. 2 CUT NO, I
LINE 4-
N
-- - --- - CUT �
90° NO. 2
LINE
330-C-23 (560-C-3250) CONCRETE
25 mm (I')
(TYPA
D L
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
300 mm (121 300 mm (12')
TRANSITION STRUCTURE
STANDARD PLAN
ICWORKSSTA DARDS
PUBLIC WORKS STANDARDS INC,
600 mm (241 300 mm 02')
METRIC
GREENB°COMMITTEE
PIPE
340-1
19
I 1992
TO PIPE
225 mm (91
REv. 1996
SHEET t OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
330-C-23 (560-C-3250) CONCRETE
25 mm (I')
(TYPA
D L
T
300 mm (121 300 mm (12')
100 mm (41
450 mm (181) 300 mm 021
125 mm (51
600 mm (241 300 mm 02')
150 mm 161
750 mm (301 450 mm 081
175 mm (7')
900 mm (36') 450 mm (181
225 mm (91
1050 mm (421 450 mm (181
225 mm (91
1200 mm (48') 450 mm (18•) 250 mm IID')
1425 mm (57') 450 mm {I81 250 mm (10')
1500 mm (60• 525 mm (211
275 mm (W)
1650 mm i', S' 525 mm (21')
275 mm (11-)
1800 mm {72') 600 mm {24' 300 mm 02')
4C� S
150 mm CUT NO. 2
6') MIN
3.14 (DO -D)
DETAIL "A" (SEE NOTE 10) INTERIOR SURFACE
OF PIPE
SONO -TUBE. OR EQUAL, INTERIOR FORM
CUT NO. 1: SAW THE TUBE AT AN ANGLE OF 4/2 WITH THE TRANS- DETAIL "B"
VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS
TOGETHER FORMING THE DEFLECTION ANGLE A. TYPICAL JOINT FOR
CUT NO. 2: SAW THE TUBE LONGITUDINALLY REMOVING A STRIP REINFORCED CONCRETE PIPE
3.14 ((}0-D ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT.
BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE
TUBE IN THE PIPE.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN'CALIFORNIA CHAPTER
PROMULGATED BYTE
PUBLIC
CONCRETE COLLAR FOR RCP
STANDARD PLAN
WORKS STANDARDS INC.,
GREENBOOKCOMMITTEE
1992
300 mm 1277 THROUGH 1800 mm 2'
METRIC
380-3
REV. lass
METRIC
3402OF1
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS
TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
(Rev. 3/29/99)
NOTES
I. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE
EXCEEDS 10 PERCENT.
2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1)
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS GREATER THAN 25 mm (11, BUT IS LESS THAN 75 rnm((3")
A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH SUBSECTION
306-1.2.4 OF THE SSPWC.
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS EQUAL TO OR GREATER THAN 75 mm (31. BUT LESS THAN
150 mm (6"). A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR
SPACE IS 150 mm (6") OR GREATER, A TRANSITION STRUCTURE
IS REQUIRED,
3. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON
THE MAIN LINE.
4. CONNECTOR PIPES
A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A
CONCRETE COLLAR, L AND T SHALL BE THOSE OF THE LARGER
PIPE. D=D1 OR 02. WHICHEVER IS GREATER.
B. WHEN DI IS EQUAL TO OR LESS THAN D2, JOIN INVERTS AND
WHEN D1 IS GREATER THAN D2, JOIN SOFFITS.
5. FOR PIPE LARGER THAN 1800 mm (72") SPE(,:,;'` COLLAR DETAILS
ARE REQUIRED.
6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER.
7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE
300(40).
8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR
TIES SHALL BE D+(2X WALL THICKNESS) + T.
9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS
GREATER THAN 525 mm (211 AND ON ALL PIPES WHERE THE SPACES
BETWEEN THE EXTREME OUTER ENDS IS 75 mm (31 OR LARGER.
CIRCULAR TIES
PIPE DIAMETER �NO. OF
CIRCULAR TIES
_-525 mm (21') OR LESS_
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
3
825 mm (33") TO 1425 mm (57")
4
TRANSITION STRUCTURE
METRIC
3402OF1
- PIPE TO PIPE
NOTES
I. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE
EXCEEDS 10 PERCENT.
2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1)
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS GREATER THAN 25 mm (11, BUT IS LESS THAN 75 rnm((3")
A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH SUBSECTION
306-1.2.4 OF THE SSPWC.
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS EQUAL TO OR GREATER THAN 75 mm (31. BUT LESS THAN
150 mm (6"). A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR
SPACE IS 150 mm (6") OR GREATER, A TRANSITION STRUCTURE
IS REQUIRED,
3. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON
THE MAIN LINE.
4. CONNECTOR PIPES
A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A
CONCRETE COLLAR, L AND T SHALL BE THOSE OF THE LARGER
PIPE. D=D1 OR 02. WHICHEVER IS GREATER.
B. WHEN DI IS EQUAL TO OR LESS THAN D2, JOIN INVERTS AND
WHEN D1 IS GREATER THAN D2, JOIN SOFFITS.
5. FOR PIPE LARGER THAN 1800 mm (72") SPE(,:,;'` COLLAR DETAILS
ARE REQUIRED.
6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER.
7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE
300(40).
8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR
TIES SHALL BE D+(2X WALL THICKNESS) + T.
9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS
GREATER THAN 525 mm (211 AND ON ALL PIPES WHERE THE SPACES
BETWEEN THE EXTREME OUTER ENDS IS 75 mm (31 OR LARGER.
CIRCULAR TIES
PIPE DIAMETER �NO. OF
CIRCULAR TIES
_-525 mm (21') OR LESS_
3
600 mm (241 TO 750 mm (3011)
3
825 mm (33") TO 1425 mm (57")
4
1500 mm (60") TO 1800 mm (72")
5
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PLANNING ■ DESIGN ■ CONSTRUCTION' C
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�p W C 9l ONTARIO, CALIFORNIA 91764-5592 STORM
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DRAWN BY: SCALE: o0
C-MTRACT 16495-2
L+J No. 63494 R+ CONSULTING J.S. Ln
� Exp. 9/30/06 TITLE SHEET JOB NUMBER %
PREPARED UND THE 77VI NOF: DESIGNED BY: L fl 01 V IV `�15-100634
F F 2„ may/ U PP VED DRAWING N0, o
OF C ail DATE: (/7r CHECKED 3 0-
S - 3522 /
MATT W C. HICKS RCE N0. 63494 EXP. 09-30-06 R• RI R 0 SA DOVAL R.C.E. 51152 DATE: 6