HomeMy WebLinkAbout2688-6E LATERAL/CONNECTOR PIPE
1 E MAIN LINE RCP
Bp v
` 01 R' CLASS C
otia MORTAR
STA PT
E�
. ' 413 INLETNPIPE
V ��A BACKFILL WITH
,64450
45° 265 %qq 14 Mpa
(450-C-2000)
CONCRETE OR
COMPACT SOIL TO
RELATIVE DENSITY
REQUIRED BY
SPECIFICATIONS -
CASE I
PLAN .
265 Kgg--14 Mpa
(450-FC000) .
CONC. ENCASEMENT.
SEE NOTE 5 -�
SEE NOTE
UNDISTURBED EARTH
N/�
B>45°- --
CASE 2
(SEE NOTES 9 a 10)
100
TO SUIT
)INS
PLAN
CONC. PIPE, RCP OR CSP
100IN LINE RCP
SEE NOTE 4
5q
SEE NOTE 6
I
BEDDING. PER
SPECIFICATIONS
CASE 1
SECTION B -B
1/2 OD MIN. y
4
BACKFILL o4: 4:
BEDDING
OD
CASE I
SECTION C -C
CLASS C MORTAR
Ea
to
cum
CAS
CAS E 3
SADDLE CONNECTION
SECTION
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
FOR OUTLET SEE STD.
0�
CATCH BASIN PLANS
4Q Mtn
>
CATCH BASIN FLOOR
332-1
MMITTEE
REV. 19%
750 mm (301) 450 mm (181)
CONC. PIPE.
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
RCP OR CSP
N/�
B>45°- --
CASE 2
(SEE NOTES 9 a 10)
100
TO SUIT
)INS
PLAN
CONC. PIPE, RCP OR CSP
100IN LINE RCP
SEE NOTE 4
5q
SEE NOTE 6
I
BEDDING. PER
SPECIFICATIONS
CASE 1
SECTION B -B
1/2 OD MIN. y
4
BACKFILL o4: 4:
BEDDING
OD
CASE I
SECTION C -C
CLASS C MORTAR
Ea
to
cum
CAS
CAS E 3
SADDLE CONNECTION
SECTION
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATEDBYTHE
JUNCTION STRUCTURE --STANDARD TO PIPE
STANDARD PLAN
METRIC
PUBLIC WORKS STANDARDS INC..
GREENBOOe�
[ID < 600 mm'(24
332-1
MMITTEE
REV. 19%
750 mm (301) 450 mm (181)
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
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 1 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 (10) 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 DENS I F I ED.
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 (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
METRIC
332 - 1
SHEET20F2
JUNCTION STRUCTURE --.PIPE TO PIPE332-1
11113:51600 nim (24" 1
CONSTRUCTION OF ANCHOR FOR
TRENCH W/ SLOPING SIDE WALLS
8" TRENCH WIDTH 8"
'ZONAL CONSTRUCTION `#48ARS('TYF)
JOINT
SURFACE OVER PIPE
7`
NCHORS
3" CLR.
3" CLR .
3"CLR.
Notes:
1. Pipe anchors shall be constructed at 7' vertical interval on all slopes
of 5:1 or steeper.
2. All reinforcing steel shall be #4 bars.
3.. Concrete shall be class 500-C-2500 concrete.
ORANGE COUNTY ENVIRONMENTAL MANAGE ENT AGENCY STD. PLAN
APPROVED
C. R. No , Director o/ P+'Jcblic Works
Adopted= Res. 82-718 1333
CONCRETE PIPE SLOPE ANCHOR SHT. I OF I -
15M 0 300 mm (#4 0 12'
L/2 (TYP.)--%
a
NEW OR
EXIST. PIPE
PLOW A
15M QI 300 mm
(•4 a 12')
150 mm
fi') MIN
330-C-23 (560-C-3250) CONCRETE
25 mm (i') (TYP.)
a� -FV
r / P
<A
-3-15M (a4) CIRCULAR TIES,
SEE NOTE 9
CUT
NO. 2 CUT NO. I
LINE 4
90° CUT. 2
LINE
150 mm CUT N(
6') MIN
3.14 (Do
DETAIL "A' (SEE NOTE 10)
SONO -TUBE. OR EQUAL. INTERIOR FORM
CUT NO. Is SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS-
VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS
TOGETHER FORMING THE DEFLECTION ANGLE A.
CUT NO. 2= SAW THE TUBE LONGITUDINALLY REMOVING A STRIP
3.14 (DO -D ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT.
BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE
TUBE IN THE PIPE.
D L
T
300 mm (12') 300 mm 021
100 mm (41)
450 mm 081 300 mm (121
125 mm (50)
600 mm (248) 300 mm (129)
150 mm (60)
750 mm (301) 450 mm (181)
175 mm (7')
900 mm (360) 450 mm (180)
225 mm (90)
1050 mm (424 450 mm (186)
225 mm (91
1200 mm (48') 450 mm (180) 250 mm (109
1425 mm (571 450 mm (18') 250 mm (10')
1500 -mm (60' 525 mm (21')
275 mm (II-)
1650 mm (66' 525 mm (2I1
275 mm 011
1800 mm (72`) 600 mm (24' 300 mm (120)
'- INTERIOR SURFACE
OF PIPE
DETAIL "B"
TYPICAL JOINT FOR
REINFORCED CONCRETE PIPE
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
Lt
CONCRETE COLLAR FOR RCP
sTANDARD PLAN
METRIC
PUBLIC WORKS STANDARDS INC..
GREENBORTEE
-.1•e.C.•
1.
1992
QA. d.
'- INTERIOR SURFACE
OF PIPE
DETAIL "B"
TYPICAL JOINT FOR
REINFORCED CONCRETE PIPE
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
CONCRETE COLLAR FOR RCP
sTANDARD PLAN
METRIC
PUBLIC WORKS STANDARDS INC..
GREENBORTEE
300 mm 12" THROUGH 1.800 mm 72"
380-2
1992
1500 mm (60') TO 1800 mm (72')
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
REVissz
'
SHEET 1 OF 2
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L e0/y `may
yt� 2
ca NO. m
c 0024573 7D
EV. 12-31-aS
J'l CMI.
FC LIF
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 (10).. BUT IS LESS THAN 75 mm((38)
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 (61, 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 13E 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 D2. WHICHEVER IS GREATER.
B. WHEN DI IS EQUAL TO OR LESS THAN -I)p-, JOIN INVERTS AND
WHEN DI IS GREATER THAN D2, JOIN SOFFITS.
5. FOR PIPE LARGER THAN 1800 mm (72") SPECIAL 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 (210) AND ON ALL PIPES --WHERE THE SPACES
BETWEEN THE EXTREME OUTER ENDS IS 75 mm (3`) OR LARGER.
CIRCULAR TIE
PIPE DIAMETER N0. OF
S
WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (31. THE
NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN
APPROXIMATE SPACING OF 150 mm (6') O.C.
10. WHERE THE PIPE IS 525 mm (21), OR LESS IN DIAMETER AN INTERIOR
FORM OF UNSEALED SONO -TUBE OR EQUAL .SHALL BE USED. TO
PROVIDE A SMOOTH INTERIOR JOINT. THE- PAPER FORM MAY BE
LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (24')
OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE
INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND
NEATLY POINTED.
11. 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.
AMERICAN PUBLIC WORKS. ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
�
CIRCULAR TIES
525 mm (211 OR LESS
3
600 mm (24") TO 750 mm (300)
3
825 mm (336) TO 1425 mm .(57")
4
1500 mm (60') TO 1800 mm (72')
5
WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (31. THE
NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN
APPROXIMATE SPACING OF 150 mm (6') O.C.
10. WHERE THE PIPE IS 525 mm (21), OR LESS IN DIAMETER AN INTERIOR
FORM OF UNSEALED SONO -TUBE OR EQUAL .SHALL BE USED. TO
PROVIDE A SMOOTH INTERIOR JOINT. THE- PAPER FORM MAY BE
LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (24')
OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE
INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND
NEATLY POINTED.
11. 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.
AMERICAN PUBLIC WORKS. ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
�
STANDARD PLAN
CONCRETE, COLLAR FAR RCP380-2METRIC
300 mm 12" THROUGH '1800 mm..'(7Z"
SHEET 20F2
RECORD DRAWING
the i fottnetiuon on this drawinSuDummu'Ohmoftysafld
rest t verified in the field. by anyone pnor to use or
conatr eft WALL & FOREMAN, INC. is not responsible for
underground facift bcaltions or depictions. All above ground
fscll%s can be reamw seen and verft by the panes that
C