HomeMy WebLinkAbout3884-4t MAIN
LINE RCB
o
0'
SARS cl
EE NOTE 31.
ROUND EDGE TO
73 mm (32) R ----�
STATION POINT,
zt SEE NOTE 2
�
- CONSTRUCTION JOINT
T
OF ID OF LATERAL
7•.,v
7
(i4 0481) OC
F
CONNECTION
(L LATERAL /
REV. 1998
CONNECTOR PIPE-
I EDGES
mm (12.1
/
1300
375 mm (15.1
375 mm (15') IIS mm l4 I/4•I
t+3 OR +4
450 mo 08.1
F BARS
T
0 1S') OC --
T
800 mm [24') 140 mm (5 I/4')
E BARS
2-G BARS 100 mm
1426 mm (57') 240 mm t9 I/4')
:moo
(04 Q 8`0
825 mm (33') 165 mm (6 1/4'I
mrn (34 MIN.
900 mm (36") 165 mm (6 I/2')
OC
975 mm 1391) f90 mm {7•)
1725 mm (69`) 280 mm (10 3/4')
?� BOTH WAYS TO
FOR B GREATER THAN 1800 mm (72") SEE. PROJECT PLAN
A 300 mm (128) MIN.
�G
BE USED WHEN
g B 13 1500 mm
t
(60) OR MORE
O1/ 0 450 m
0189) 0C
SECTION G -G
1c../
ROUND EDGES TO
APPROXIMATE R
PROMULGATED AND RTHEDS
PUBLIC WORKS STANDARDS INC.,
OF ID OF LATERAL
STANDARD PLAN
METRIC
WITH A MAXIMUM
OF 1.0 m (3'-00)
CONNECTION
DBtEBARS
REV. 1998
D.E.HaGBARS
I EDGES
mm (12.1
IOM p 450m
1300
375 mm (15.1
375 mm (15') IIS mm l4 I/4•I
t+3 OR +4
450 mo 08.1
CONSTRUCTION JOINT
PLAN
NEW OR EXISTING RCB. SEE NOTE 6
W BARS
D BARS ANY STANDARD
F BARSPIPE JOINT
t-1 /_ -
2-H BARS 100 mm
PROMULGATED AND RTHEDS
PUBLIC WORKS STANDARDS INC.,
(4') O.C. SEE NOTE 3
STANDARD PLAN
METRIC
GREENBOOK COMMITTEE
1984
CONNECTION
IROUNDS
REV. 1998
a_a
I EDGES
1050 mm (42') 190 mm t7. I/2')
IOM p 450m
N
375 mm (15') IIS mm l4 I/4•I
t+3 OR +4
ELEV. S.
1200, mm 1481) 215 mm t8`)
0 1S') OC --
SEE NOTE 8
800 mm [24') 140 mm (5 I/4')
E BARS
2-G BARS 100 mm
1426 mm (57') 240 mm t9 I/4')
:moo
(41 .00. SEE NOTE 3
825 mm (33') 165 mm (6 1/4'I
mrn (34 MIN.
P
ELEV. R. SEE NOTE 8 11850 an
4p ''
UNDISTURBED EARTH 2440 mm 19612550 mm (102'
0 4 a BACKFILL WITH 265 Kg -C-14 MPo 2700 mm (108'
(450-C-2000) MIX CONCRETE. OR 3000 mm (114'
i COMPACT SOIL TO RELATIVE DENSITY 3050 rtm (120')
REQUIRED BY SPECIFICATIONS. BACKFILL 3150 mr+ (126•;
MAY BE OMITTED IF STRUCTURE IS LAID
ON UNDISTURBED EARTH TO STORM 3300 MM 41321)
SECTION Z - Z DRAIN WALL. 3450 mai 1138.1
3600 m 1144.1
BARS
1011
U.
0 mm 1511" 0
MM T �
as
s
m
O mm (5'}
O mm (S')
0 mrt► t5•) `O
1 mm IS VON
1 mn fS Vr)
0 mm t6•)
1 nm f61/4'1 -
1 (a Vr)
0 mm (70) r
I wa (T I/2')
D rtrtt lT 3/4
mm (8')
.0 mm (9'} O
3 � t9 u4•I f
D pAl t4 Vrl
a 001
D rrs (10 V49 N O
a
1 aaw
110 3M' 0
0 mm (N'1 _
m� Lq 3/4'1 '�
N
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. REINf~ORCING STEEL SHALL CONFORM TO ASTM A 615M. GRADE 300, (ASTM
A 615, GRADE 40). AND SHALL TERMINATE 40 mm (1 I/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") 4R 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.
&. WHEN CONNECTING TO EXISTING RCB, BREAKOUT LIMITS AND DETAILS
SHALL BE SHOWN 4N THE PROJECT DRAWINGS.
7. EMBEDMENT, P. SHALL BE 130 mm (5") FOR B = 2400 mm (96') OR LESS
200 mm (84) FOR B OVER 2400 mm (96').
8. IF ELEVATION R ANO ELEVATION S ARE NOT SHOWN ON THE PROJECT '
DRAWINGS THEN THE INLET OPENING SHALL FALL 154 mm (60) 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 (62) 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 1241) OR LESS IN DIAMETER
SHALL BE NO MORE THAN 1.5m (5') ABOVE THE INVERT. LATERALS OR
CONNECTOR PIPES 675 mm (27') OR LARGER IN DIAMETER SHALL BE NO
MORE THAN 450 min (180) 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 ANO/OR ADDITIONAL REINFORCEMENT
SHALL BE INVESTIGATED BY THE ENGINEER FOR ANY ONE OF THE
FOLLOWING CONDITIONS
a. ANGLE A IS LESS THAN 30°
' b. TOP OF INLET PIPE IS LESS THAN 130 mm (62) BELOW THE SOFFIT
c. FLOW LINE OF INLET PIPE IS LESS THAN 180 mm (7') A80YE THE
THE FLOOR OF THE RCB A7 THE INSIDE FACE
II. 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
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED AND RTHEDS
PUBLIC WORKS STANDARDS INC.,
JUNCTION STRUCTURE -- PIPE TO RCB
STANDARD PLAN
METRIC
GREENBOOK COMMITTEE
1984
CONNECTION
] 33 - 1
J
333-1
REV. 1998
SHEET 1 OF 2
UCE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
PLAN
CORNER CONNECTION
BARS -2 ABOVE 8
BELOW OPENING
75 mm 13""', . / NA
'--15M O 450 mm,
(+4 O 18')
C BARS
,9
P
SIDE CONNECTION
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED THE
E BARS -2 ABOVE a
STANDARD PIAN
PUBLIC WORKS STANDARDS INC.,
GREENBoITfEE
1984
1984
CONNECTION
2 BELOW OPENING
REV, 1998
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
1050 mm (42') 190 mm t7. I/2')
C BARS 15M GO 14450 mm
N
375 mm (15') IIS mm l4 I/4•I
1126 mm (46') 190 mm (7 3/4')
450 mm' (18') 115 mm (4 I/2')
1200, mm 1481) 215 mm t8`)
525 mm (21') 140 min (5')
300 mm (121) MIN.
800 mm [24') 140 mm (5 I/4')
F
675 mm (27') 140 mm (5 1/2')
1426 mm (57') 240 mm t9 I/4')
:moo
1500 mm (60') 240 mm (9 I/2')
825 mm (33') 165 mm (6 1/4'I
mrn (34 MIN.
900 mm (36") 165 mm (6 I/2')
1650. mm (66') 264 mm tt4 I/4')
975 mm 1391) f90 mm {7•)
1725 mm (69`) 280 mm (10 3/4')
1840 mm {72") 280 mm (il')
FOR B GREATER THAN 1800 mm (72") SEE. PROJECT PLAN
A 300 mm (128) MIN.
t
BARS -2 ABOVE 8
�\
2 BELOW OPENING
\�
15M 0 430 mm
(+4 0 181
ISM 0 450 mm
(+4 018 .
q
C BARS
o
%
SECTION A -A
F�
PLAN
CORNER CONNECTION
BARS -2 ABOVE 8
BELOW OPENING
75 mm 13""', . / NA
'--15M O 450 mm,
(+4 O 18')
C BARS
,9
P
SIDE CONNECTION
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED THE
MONOLITHIC CATCH BASIN
STANDARD PIAN
PUBLIC WORKS STANDARDS INC.,
GREENBoITfEE
1984
1984
CONNECTION
METRIC
308-1
REV, 1998
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
TOLL FREE 1-800-227-2600
A F'UBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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 PIAN
METRIC
JUNCTION STRUCTURE --- PIPE TO RCB 333-1
11-
NOTES
I. REINFORCING STEEL SHALL BE 40 mm (I -I/21) CLEAR FROM FACE OF
CONCRETE UNLESS OTHERWISE SHOWN.
2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL BE CUT
AT CENTER OF OPENING AND BENT INTO WALLS OF MONOLITHIC CATCH
BASIN CONNECTION. REINFORCING STEEL FOR OUTSIDE FACE OF CATCH
BASIN SHALL BE CUT 50 mm (2') CLEAR OF OPENING.
3. CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH BASIN. THE
ROUNDED EDGE OF OUTLET SHALL BE CONSTRUCTED BY PLACING CONCRETE
WITH THE SAME CLASS OF CONCRETE AS THE CATCH BASIN AGAINST A
CURVED FARM WITH A RADIUS OF 75 mm (3').
4. CONNECTIONS .SHALL BE CONSTRUCTED WHEN
(A) PIPES' INLET OR OUTLET THROUGH CORNER OF CATCH BASIN
(B) ANGLE A FOR PIPES THROUGH 750 mm 130`) IN DIAMETER
IS LESS THAN 70 DEGRESS OR GREATER THAN 110 DEGREES.
•5. 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,
C
BARS
DaE
BARS
SHEET 20F2
EXCEPT
REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED
FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES
USED FOR CONTRUCTION SHALL BE ENGLISH UNITS.
STRUCTURAL DATA
B t
C
BARS
DaE
BARS
B t
C
BARS
DaE
BARS
300 mm 1121) 115 mm (4')
d,
;
�
o
�
�
'
,3_11
1050 mm (42') 190 mm t7. I/2')
d,
;
..
�
N
375 mm (15') IIS mm l4 I/4•I
1126 mm (46') 190 mm (7 3/4')
450 mm' (18') 115 mm (4 I/2')
1200, mm 1481) 215 mm t8`)
525 mm (21') 140 min (5')
1275 mm 1511) 2!5 mm (8 I/2')
800 mm [24') 140 mm (5 I/4')
1350 mm (54') 240 mm (9•)
675 mm (27') 140 mm (5 1/2')
1426 mm (57') 240 mm t9 I/4')
750 mm (3 0') 165 mm (6')
1500 mm (60') 240 mm (9 I/2')
825 mm (33') 165 mm (6 1/4'I
1575 mm (63') .260 mm (10`)
900 mm (36") 165 mm (6 I/2')
1650. mm (66') 264 mm tt4 I/4')
975 mm 1391) f90 mm {7•)
1725 mm (69`) 280 mm (10 3/4')
1840 mm {72") 280 mm (il')
FOR B GREATER THAN 1800 mm (72") SEE. PROJECT PLAN
• AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
525 mm (21') OR LESS
MONOLITHIC CATCH BASIN CONNECTION
308-1
3
SHEET 2 OF 2
15M 01 300 mm (+4At
O
p � ► � NFW
F� w
15M O 300 mm
(*4 0 12')
150 mm
6') MIN
3-15M l+4) CIRCULAR TIES.
SEE NOTE: 9
CUT - ------
N0. 2 - CUT N0. I
LINE q�
goo CUT
- NO.
130 .mm CUT N(
6") MtN
3.14t0a.�,
DETAIL 'A' (SEE NOTE 10)
SONO -TUBE. OR EQUAL. INTERIOR FORM
CUT NO. P 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, 21 SAW THE TUBE LONGITUDINALLY REMOVING A STRIP
3.14 (00-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
340 mm (12') 340 mm (12') 100 mm (4')
450 mm (180) 300 mm (12') 125 mm (5')
600 mm {24') 300 mm (12') 150 mrn (6.)
750 mm (309) 450 mm (181} 175 mm 1711
900 mm 1361) 450 mm ti8`) 225 .mm (9')
1450 mm (42') 450 mm (181) 225 mm (9')
1204 mm (48' 450 mm (181) 250 mm (101)
1425 mm (S7') 450 mm (181) 254 mm 110'3
1540 • mm (60' 525 mm (21') 275 mm 1111)
1650 mm 1661 525 mm (211) 275 mm (II')
1800 mm 172`) 600 mm (24"1300 mm (1
330-C-23 (360-C-3280) CONCRETE
25 mm (1') (TVP.)
NEW OR a _ 1 I �
EXIST. AIDE ' 9
PLOW
2')
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
CONCRETE COLLAR FOR RCP STANDARD PIAN
PROMULGATED BY THE METRIC
PUBLiCWORKS sTANDARD3INC.. 300 mm (12") THROUGH 1800 mm (7210)_ 380 - 2
GREENBOOK COMMTTEE
• 1992
REN. 1998 USE WITH STANDARD SPECIFICATIONS
REV. REVISION DESCRIPTION DAIS ENGR. CITY
CIRCULAR TIES
525 mm (21') OR LESS
3
600 mm (24') TO 750 mm (30'1
3
825 mm (33") TO 1425 mm (57")
4
SHEET 1 OF 2
FOR PUBLIC WORKS CONSTRUCTION
DATE 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.
O QROFESS�O/�i9
l
�•�
R.
� No. 024725 �
Exp.12/31 /05 �
CIVIL
OF OPS-\�
CL
0
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 COYER 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 t69, A CONCRETE COLLAR IS REQUIRED. ' IF THE CLEAR
SPACE IS 150 mm t69 OR GREATER; A TRANSITION STRUCTURE
1S 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 OI IS EQUAL TO OR LESS THAN Q2, JOIN INVERTS AND
WHEN D1 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
340140).,
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 (39) OR LARGER.
CIRCULAR TIES
PIPE DIAMETER N0. OF
WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (32). THE
NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN
APPROXIMATE SPACING OF 150 mm (60) O.C.
10. WHERE THE PIPE IS 525- mm (210) 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 60.0 mm (240)
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 4N 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.
11 00
PLAN PREPARED BY: CITY OF FONTANA, CALIFORNIA
VAN DELL AND ASSOCIATES, INC.
CIVIL ENGINEERS OFFSITE STORM DRAIN IMPROVEMENT ALONG CYPRESS AVE. o
SURVEYORS LAND PLANNERS I
DRAWN BY: `-
17801 CARTWRIGHT ROAD AMN TRACT O. 17027 $ As�SHOWN
i
IRVINE CA 92614 (949) 474-1400 DESIGNED BY: AILS DA'E:
IAiIDER TM3t."ERVMiON OF: EM 06-01-05 ,a�
-� CHECKS BY: A OVED BY:
7 ` � DRAWING NO.: L�, n
�!�- •�/ 'J J ' ��'- DRG
3884
DONALD R. CORDON R.C.E. 24725. DATE RICARDO SANDOVAL, .City Engr. R.C.E. 51152 DATE: 6
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
CIRCULAR TIES
525 mm (21') OR LESS
3
600 mm (24') TO 750 mm (30'1
3
825 mm (33") TO 1425 mm (57")
4
1500 mm 1601) TO 1800 mm (72`)
5
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
CONCRETE COLLAR FOR RCP
300 mm 12"
X