HomeMy WebLinkAbout2740-7�• L MAIN CONSTRUCTION JOINT
' LINE RCB
IOM O 450 mm
(•4 0 181) OC F BARS
LATERAL /
E CONNECTOR PIPE
IE c / F BARS
o. 0 T
I 15M 0 450 mm
W BARS ~ Q p (04 O 18') OC
SEE NOTE 3 �+ BOTH WAYS TO
' BETS SS00 mmN
ROUND EDG` TO h BIS 50 MORE
75 mm (31) ( OM 0 450 m
STATION POINT, 03 OR #4
SEE NOTE 2 018•) OC SECTION G -G
zL
/I
� I
I
/Z ROUND EDGES TO am APPROXIMATE R B T
OF ID OF LATERAL o
/ E� E WITH A MAXIMUM m 0
o OF 1.0 m (3'-0') x a
to
'� I D 8 E BARS c m
D.E.HSGBARS
300 IDIa 112.1 130 mm (5*) 0
0
375 mm (159 130 mm (51)
I 450 mm (18.1 130 mm (57 'O
525 mm (21.) 130 mm (5•)
' CONSTRUCTION JOINT 600 Rm 1241 140 m (5 1/41
675 am (27) 140 m (51/211 E
PLAN 750 mm (309 160 mm (6-) "- o
825 mm (339 160 Rm (6 1/4.1
975 mm (369 170 mm (61/21 O
I NEW OR EXISTING RCB, SEE NOTE 6 990 mm (399 180 mm (7•) a
1050 mm (42') 190 RRR (7 1/2)
W BARS 1125 mm (45.1 200 = (7 3/41 0
0
fie- 1220 mm (48'1 210 mm (81)
D BARS 1275 RR17 1519 220 m to I/2•) iD
�� �� ANY STANDARD O
F BARS PIPE JOINT 1350 on (549 230 mm (91
2-H BARS 100 mm 1500 mm (57) 240 m (9 1/41) �o
(4') OC, SEE NOTE 3 1500 mm (60.1 240 m (9 V21) E
ROUND 1650 m(63.1 260 m (109 N E
1 O P 1680 mm (66'1 260 m (10 1/49 0
EDGES IOM 450 mm � n
(#3 OR •4 m 1800 mm (69.1 280 m (10 3/4*1 O
ELEV. S. 0 18•) OC ELEV. R. SEE NOTE 8 1850 mm (729 280 mm 011m
SEE NOTE 8 E BARS 1950 nm (78.1 300 = (A 3/4.1 !2
2-G BARS 100 mm �2100 mm (849 320 Rm (12 1/2.)
(41 OC, SEE NOTE 3 c °;%o. 2400 mm (909 340 m 03 1/4'1 c
' 2440 mm (961) 360 nm 049
...'a UNDISTURBED EARTH 2550 mm (1029 400 m 05 1/27 tO
BACKFILL WITH 265 Kq-C-14 MPa 2700 mm 0081410 mm (161)
(450-C-2000) MIX CONCRETE, OR 3000 mm 0141420 =(16 1/r) •
COMPACT SOIL TO RELATIVE DENSITY 3050 wm (120) 430 mm (179
REQUIRED BY SPECIFICATIONS. BACKFILL 3190 mm (1291) 130 ma 0,r) N o
MAY BE OMITTED IF STRUCTURE IS LAID
ON UNDISTURBED EARTH TO STORM 3300 m 032.) 1450 = (17 I/Y)
SECTION Z - Z DRAIN WALL. 13450 mm IIUM 1450 =07 I/rl O
3600 m (144•) 460
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THESTANDARD
PUBLIC WORKS. STANDARDS INC.,
JUNCTION STRUCTURE - PIPE TO RCB
PLAN
GREENBOOK COMMITTEE
4f)-51
333RIC 1.,w
1964
4
1-6
REV' 1996
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
• FINISHED SURFACE
O.D.+12' V
L- A L t
COVER
SEE LIFT \ :::.4.:;
A BARSQ
2
DETAIL BELOW RCP -'��\`
I.D.
`� 11 O.D.+12" O.D.
,%/
RCP
LA
FRONT VIEW SECTION A -A
NOTES
I. VALUES FOR A, B AND C SHALL BE SHOWN ON THE PROJECT DRAWINGS.
ELEVATION R AND ELEVATION S SHALL BE SHOWN WHEN REQUIRED PER
NOTE 8.
2. STATIONS SPECIFIED ON THE PROJECT DRAWINGS APPLY AT THE INTER-
SECTION OF CENTER LINES OF MAIN LINE AND LATERALS, EXCEPT THAT
STATIONS FOR CATCH BASIN CONNECTOR PIPES APPLY AT INSIDE WALL
OF STRUCTURE.
3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M, GRADE 300• (ASTM
A 615, GRADE 40). AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF
CONCRETE SURFACE UNLESS OTHERWISE SHOWN.
a. W BARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL ON
PROJECT DRAWINGS, AND SHALL BE CUT IN CENTER OF OPENING AND
BENT INTO TOP AND BOTTOM OF JUNCTION STRUCTURE.
b. OMIT H BARS WHEN SOFFIT OF SPUR IS 300 mm (12") OR LESS BELOW
SOFFIT OF MAIN LINE. AND OMIT G BARS WHEN INVERT OF SPUR IS
300 mm (12') OR LESS ABOVE FLOOR OF MAIN LINE.
4. JUNCTION STRUCTURE SHALL BE POURED MONOLITHICALLY WITH MAIN
LINE, MANHOLE OR TRANSITION STRUCTURE.
5. FLOOR OF STRUCTURE SHALL BE STEEL -TROWELED TO THE SPRING
LINE.
6. WHEN CONNECTING TO EXISTING RCB, BREAKOUT LIMITS AND DETAILS
SHALL BE SHOWN ON THE PROJECT DRAWINGS.
7. EMBEDMENT, P. SHALL BE 130 mm (5") FOR B = 2400 mm (96') OR LESS
200 mm (8') FOR B OVER 2400 mm (96').
8. IF ELEVATION R AND ELEVATION S ARE NOT SHOWN ON THE PROJECT
DRAWINGS THEN THE INLET OPENING SHALL FALL 150 mm (6") BELOW
THE SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT
GRADE FROM MAIN LINE TO CATCH BASIN OR TO GRADE BREAK IN INLET
LINE. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF
THE INLET OPENING FALLS MORE THAN 150 mm (61 BELOW THE SOFFIT
OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADE
AS STATED ABOVE.
ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY WHEN
A STUB IS TO BE PROVIDED FOR A FUTURE CONNECTION.
9. LATERALS OR CONNECTOR PIPES 600 mm (24") OR LESS IN DIAMETER
SHALL BE NO MORE THAN 1.5m (5') ABOVE THE INVERT. LATERALS OR
CONNECTOR PIPES 675 mm (271 OR LARGER IN DIAMETER SHALL BE NO
MORE THAN 450 mm (18') ABOVE THE INVERT, WITH THE EXCEPTION THAT
CATCH BASIN CONNECTOR PIPES LESS THAN 15 m (50') IN LENGTH SHALL
,NOT BE MORE THAN 1.5 m (5') ABOVE THE INVERT.
10. THE NEED FOR AN EDGE BEAM AND/OR ADDITIONAL REINFORCEMENT
SHALL BE INVESTIGATED BY THE ENGINEER FOR ANY ONE OF THE
FOLLOWING CONDITIONS:
a. ANGLE A IS LESS THAN 300
b. TOP OF INLET PIPE IS LESS THAN 150 mm (6') BELOW THE SOFFIT
c. FLOW LINE OF INLET PIPE IS LESS THAN 180 mm (71 ABOVE THE
THE FLOOR OF THE RCB AT THE INSIDE FACE
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 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
METRIC
333-1
JUNCTION STRUCTURE - PIPE TO RCB
A
BARS
SHEET 2 OF 2
!.D
(IN.)
COVER
(FT.)
t
(IN.)
A
BARS
L , P
4f)-51
- - -N -
4
4
1-6
10 4 4 e 6
15 5 4 a 6
54-60
LINE
4
4
1-8,
10 5 4 O 6
15 5 5 m 6
63-66
1650 mm (660 525 mm (211
275 mm (110)
4
1'-10"
10 5 5 e 6
69-72
5
5
4 e 6
2--0-
10 5 50 6
Is 5 f 0 6
75-78
5
5
50 6
2,' 2,r
10 6 e 6
15 6 60 6
81-84
90
5
5
2-4'
10• 1 5 6 It 6
15 1 6 60 5
87-90
5
60 6
2'-5"
10 6 6 B6
68
93-96
2-7'
10 6 6 5
15 6 70
<A
- �A. BARS NO SHOWN
6 12
In
I (
LIFT DETAIL
NOTES:
1. CONCRETE SHALL BE CLASS "B'.
2�REINFORCING STEEL SHALL BE CENTERED IN BULKHEAD
WITH HORIZONTAL "A'BARS TOWARDS OUTSIDE FACE OF
BULKHEAD.
3. WHERE CONCRETE BULKHEAD IS USED WITH RCB,t 8
"A".BARS SHALL BE DETERMINED BY THE HEIGHT OF
THE R.C.B.
OLIFTS SHALL BE WOVE`: STEEL CABLE WITH SAME MIN.
DIAMETER (d) AS"A' BARS. WEAVE CABLE THROUGH
HORIZONTAL "A" BARS. COAT EXPOSED PORTION OF
CABLE LIFTS WITH AN APPROVED BITUMINOUS PAINT
PRIOR.TO BACKFILLING TRENCH.
of V'S.ONi WIVIRSID[ COUNTY PLOOD CONTROL PROJECT NO
A1D
WATIR CONSIRVATION DISTRICT
M►ROVCD RfDaewiNG NO
^,�_ CONCRETE BULKHEAD
-- --- - WE n.w. c^a-�t �" r,cn[r• • w 1177 ' SME[T NO
Rfr DESCRIPTION►PPR.ONTE c.aRmR. °•" ��-�'�.cJ S STANDARD DFAWING NUMBER IIsi( or
REV. REW
p o CHANCED SH
a z"r
DIAL Twu W❑RKING
BEF❑RE DAYS BEFORE
Y❑U DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
15M O 300 mm (#4 O 12'
T
4
L/2 (TYP.)-
450 mm 089' 300 mm (12')
125 mm (51
- - -N -
-- 0
750 mm (300) 450 mm (180)
CUT
900
N0. 2
1050 mm (421) 450 mm (181
LINE
1200 mm (48. 450 mm (18')
250 mm (10')
1425 mm (57') 450 mm 081
250 mm VO l
1500 mm (60' 525 mm (211
275 mm (II-)
1650 mm (660 525 mm (211
275 mm (110)
1800 mm (72'1 600 mm (24' 300 mm (12'1
a
3.14 (DO -D)
DETAIL "A' (SEE NOTE 10)
I
1 /
OF PIPE
NEW OR o
I
t
4
VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS
EXIST. PIPE
TOGETHER FORMING THE DEFLECTION ANGLE A.
TYPICAL JOINT FOR
`�
90
FLOW p
BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE
N£►y
l0
I
7
F
F� W
<A
f
15M O 300 mm
(04 O 121 -
3-15M (04) CIRCULAR
TIES,
SEE NOTE 9
150 mm
6') MIN
CUT
NO. 2
LINE
CUT NO. 1
T
4
100 mm (4')
450 mm 089' 300 mm (12')
125 mm (51
- - -N -
-- 0
750 mm (300) 450 mm (180)
CUT
900
N0. 2
1050 mm (421) 450 mm (181
LINE
1200 mm (48. 450 mm (18')
330-C-23 (560-C-3250) CONCRETE
25 mm (1') (TYP..)
D L
T
300 mm (121 300 mm (120)
100 mm (4')
450 mm 089' 300 mm (12')
125 mm (51
600 mm (24.1 300 mm (12')
150 mm (6.1
750 mm (300) 450 mm (180)
175 mm (7.1
900 mm (36.1 450 mm (181
225 mm (91
1050 mm (421) 450 mm (181
225 mm (9•)
1200 mm (48. 450 mm (18')
250 mm (10')
1425 mm (57') 450 mm 081
250 mm VO l
1500 mm (60' 525 mm (211
275 mm (II-)
1650 mm (660 525 mm (211
275 mm (110)
1800 mm (72'1 600 mm (24' 300 mm (12'1
F+
F,0OSE9F,yF
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
CONCRETE COLLAR FOR RCP
STANDARD PLAN
METRIC
PUBLIC WORKS STANDARDS INC.,
GREENBOOK COMMITTEE
300 mm 12" THROUGH 1800 mm 72"
380-2
t9sz
REV. 19%
825 mm (33') TO
SHEET 1 OF 2
.p. "e e a e
1500 mm (600) TO
1800 mm (720)
5
150 mm
6'1 MIN
CUT N0. 2
a
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 A/2 WITH THE TRANS-
DETAIL "Bu
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 (DO -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 BY THE
CONCRETE COLLAR FOR RCP
STANDARD PLAN
METRIC
PUBLIC WORKS STANDARDS INC.,
GREENBOOK COMMITTEE
300 mm 12" THROUGH 1800 mm 72"
380-2
t9sz
REV. 19%
825 mm (33') TO
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
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 (I'). BUT IS LESS THAN 75 mm((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 (3'), 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=DI OR 02. WHICHEVER IS GREATER.
B. WHEN DI IS EQUAL TO OR LESS THAN Qz, 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 (21') AND ON ALL PIPES WHERE THE SPACES
BETWEEN THE EXTREME OUTER ENDS IS 75 mm (3') OR LARGER.
CIRCULAR TIES
PIPE DIAMETER
N0. OF
CIRCULAR TIES
525 mm (210)
OR LESS
3
600 mm (24') TO
750 mm (30')
3
825 mm (33') TO
1425 mm (57')
4
1500 mm (600) TO
1800 mm (720)
5
WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (3'). 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
METRIC
380 - 2
SHEET 2 OF 2
CONCRETE COLLAR FOR RCP380-2
300 mm 12" THROUGH 1800 mm 72"
11 v >* 0'