HomeMy WebLinkAbout2697-6Zt
I-4` MAIN
! LINE RCB
E
W BARS �!
SEE NOTE 3
ROUND EDGE TO
75 mm (3') R -
STATION POINT,
SEE NOTE 2-
CONSTRUCTION JOINT
IOM 0450mm
r �\ (04 O 18•) OC
LATERAL
C /
l CONNECTOR PIPE
F BARS
n
� 13M 0 450 mm
Q c (R4 O 180) OC
? BOTH WAYS TC
go ��
WHEN
BE
EIS 5300 MM
h (60-) OR MORE
OM O 450 m
0180c
OR 41SECTION G -G
/I
ROUND EDGES TO
APPROXIMATE R
E IhOF
WITH A MAXIMUM
n Ip OF LATERAL OF 1.0 m (3'-0')
08EBARS
O, E.HaGBARS,
! N CONSTRUCTION JOINT
I` PLAN
NEW OR EXISTING RCB. SEE NOTE 6
BARS
99 0 mm (39'1 1180 mm (70)
1050 w (42.1 190 w 17 V24
W BARS 1125 mm (459 1200 w (7 3/41 Q
0
1220 nm 1489 210 mm (81 -�
D BARS
ANY STANDARD 1275 mm (519 2W =IS I/29 'O
F BARS / PIPE JOINT 1350 mm 041 230 mm (9') O
2-H BARS 100 mm 1-
(44 OC, SEE NOTE 3
ROUND D
EDGES (OM O 450 mm
(#3 OR 04 m
ELEV. S. O 18-) OC
SEE NOTE e E BARS
_•.t rte. • �•
2-6 BARS 100 mm �
(4.1 OC, SEE NOTE 3
1500 mm (57.1 240 w (9 V49 40
ELEV. R, SEE NOTE 8
N
0
N
on
O
s
'^
m
1680 mm (661260 w 00 1/4
B T
1650 w (72-) 280 mm (11.1
1950 mm 1781 300 w (11 3/41
2to0 mm (84') 320 w (12 V2`)
a�
SHEET, OF 2
1Y
m
s
�
a
T
vim
--r-ItA
0
U.
300 mm (12'1 130 mm (3•)
o
-
375 Rml (159 130 mm (S-)
450 w (181) 130 mm (5')
0
=
525 .. (21.) 130 mm (5•)
600 mm (24.1 HO w 45 1/49
675 mm (27.) HO w IS I&I
750 mm (301) 160 mm 16.)
o
825 mm (33-I 1160 w 16 1/4')
99 0 mm (39'1 1180 mm (70)
1050 w (42.1 190 w 17 V24
W BARS 1125 mm (459 1200 w (7 3/41 Q
0
1220 nm 1489 210 mm (81 -�
D BARS
ANY STANDARD 1275 mm (519 2W =IS I/29 'O
F BARS / PIPE JOINT 1350 mm 041 230 mm (9') O
2-H BARS 100 mm 1-
(44 OC, SEE NOTE 3
ROUND D
EDGES (OM O 450 mm
(#3 OR 04 m
ELEV. S. O 18-) OC
SEE NOTE e E BARS
_•.t rte. • �•
2-6 BARS 100 mm �
(4.1 OC, SEE NOTE 3
1500 mm (57.1 240 w (9 V49 40
ELEV. R, SEE NOTE 8
1500 mm 1609 240 w (9 V2-)
0
N
on
O
s
'^
1650 mm (631 260 w 009
1680 mm (661260 w 00 1/4
1600 mm 1699 280 w (10 3/40
1650 w (72-) 280 mm (11.1
1950 mm 1781 300 w (11 3/41
2to0 mm (84') 320 w (12 V2`)
2400 mm 190.1 340 w 03 1/4-11
SHEET, OF 2
1Y
UNDISTURBED EARTH
�-BACKFILL WITH 265 Kg -C
(450-C-2000) MIX CONCF
1 COMPACT SOIL TO RELAT
REQUIRED BY SPECIFICAI
MAY BE OMITTED IF STR(
ON UNDISTURBED EARTH
DRAIN WALL.
MPo
OR
DENSITY
S. BACKFILL
IRE IS LAID
STORM
LTV AR \7V I MVV 1�1 \171
izO
n
N
I
V
1O
4E
o
n
2550 m (1020) 400 w 05 IM
2700 mm 004`1410 mm (16')
3000 mm (1141420 w 06 1/2-)
3030 w 0201 430 mm 071
N50 'm' (126.1 430 mm (179
3300 w 0324 450 w (171/2-1
3450 w 0384 450 w 1171/2011
3600 w 0441 460 mm 08.)
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROWORKS MULOATANDARDE
PUBLIC
JUNCTION STRUCTURE - PIPE TO RCB
STANDARD PLAN
METRIC
ENSOOKTANDARDSINC.,
GREENBO COMMITTEE
RCB TO PIPE
333-1
19
,984
W^'
REV 1996
SHEET, OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES
1. 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 1/21) 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 (6') 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 (27") 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 (60) BELOW THE SOFFIT
c. FLOW LINE OF INLET PIPE IS LESS THAN 180 mm (7') ABOVE THE
THE FLOOR OF THE RCB AT 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 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
JUNCTION STRUCTURE - PIPE TO RCB
o�
SHEET 2 OF 2
I I r V .^\ 4&b l .yn
SPANS 1.2 m THRU 2.4 m TYPICAL SECTION
SPANS 3.0 m THRU 4.3 m
SPANS 3.0 m THRU 4.3 m SINGLE BOX CULVERT
NO SCALE
KL B11ENSIONS IRE IN
INILLIIETERS IRLESS OT 1!1E SMHII D8
0:
_
TRANSITION STRUCTURE
o�
PUBLICN/ORxSRD6 INC
GREENBOOKCOMMITTEE
RCB TO PIPE
342-1
os
W^'
a
Q 0
fn IM B
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
T
--r-ItA
At
a
a
n
RCP OR
RC ARCH*
IF
B
PLAN
STA.
SECTION A -A
/ II
RCP OR
ARCH
1
SECTION B -B
to
RCB OR
RC ARCH*
SNI w ARCH MAY HAVE A HORSESHOE -
SHAPED, CIRCULAR, ELLIPTICAL
OR SIMILAR CROSS SECTION.
1= �
STEEL PATTERN SHOWN IS
PICTORIAL ONLY, SEE NOTES
2 AND 7
CONSTRUCTION
RCB OR ARCH TO RCP USE
CONST. JOINT OF RCB OR ARCH.
RCB TO ARCH, USE CONST.
JOINT OF RCB
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
TRANSITION STRUCTURE
STANDARD PLAN
METRIC
PUBLICN/ORxSRD6 INC
GREENBOOKCOMMITTEE
RCB TO PIPE
342-1
,992
REV im
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
��Q`�°moo L eon Fyc RECORD DRAWING
a No. The information on th1S Ara Wng is eDl00 from oll anc'
T Ifit be verified in the field by anyone prior to use Or
tT Exa rlaf os a -nn(ct Nrtinn NAI 1 X FORFMAN. INC. is nM resnonsiae fnr
Q(tOFESS'go
���(OapRO L BO,y��FZ
i z
� No. 24573 m�
,f Exp. 12/31/01
IL NdEct 'Recoil 0.-w;,, -&o tf8 9 -da I Fty r o • r
1 ADDED DETAIL SHEET RB C 5/6/99 �`' Y •3.4J 9J�. CIVIC Rc4P
REVISIONS notion\/�I DATE \ AI DATE OF Cq1\FO
-' nround faeitity locations or depictions. All above gmunr!
ies can be readiy seen and verified by the parties thy.'
M Imp, SImP'
NOTES
I. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, e, SHALL
NOT EXCEED 5*45'.
2. REINFORCING STEEL BAR SIZES, SPACING, PATTERN AND COVER OVER
THE STEEL SHALL BE AS FOLLOWS:
RCB TO RCP AND RCB TO ARCH - THAT OF RCB SECTION,
ARCH TO RCP - THAT OF ARCH SECTION.
ARCH TO ARCH - THAT OF ARCH SECTION HAVING THE THICKER
WALLS. THE BAR LENGTHS SHALL VARY UNIFORMLY THROUGHOUT
THE TRANSITION.
3. THE CONCRETE THICKNESS SHALL BE AS FOLLOWS:
RCB TO RCP AND ARCH TO RCP - THAT OF ARCH OR RCB
SECTION UNLESS THE WALL THICKNESS OF THE RCP PLUS IOOmm
l4'1 GREATER, IN WHICH CASE THE CONCRETE THICKNESS SHALL
VARY UNIFORMLY FROM THAT OF THE ARCH OR RCB SECTION
TO THAT OF THE RCP WALL PLUS IOOmm (4').
RCB TO ARCH AND ARCH TO ARCH - THAT OF THE ADJOINING RCB
OR ARCH SECTION AT EACH END OF THE TRANSITION AND SHALL
VARY UNIFORMLY BETWEEN THE TWO ENDS.
4. THE INTERIOR SURFACE SHALL BE SMOOTH AND VARY UNIFORMLY
BETWEEN THE TWO ADJOINING SECTIONS.
5, AT RCP JUNCTURE, EMBEDMENT P SHALL BE 130mm (51 FOR PIPE
SIZE OF 2400mm (96') OR LESS, AND 200mm (8") FOR PIPE SIZES
OVER 2400mm (96').
6. f� = 28 MPa(4000 PSI) AT 28 DAYS AND THE CONCRETE SHALL BE THE
SAME MIX AS THE ADJACENT RCB.
7. ALL STEEL, EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 400(60)
BILLET STEEL CONFORMING TO ASTM A 615 M (A 615) AND SHALL
TERMINATE 40mm (I 1/2') CLEAR OF CONCRETE SURFACE UNLESS
OTHERWISE SHOWN.
8. KEYED CONSTRUCTION JOINTS OF THE SAME DIMENSIONS AS THOSE
OF THE RCB OR ARCH SECTION MAY BE CARRIED THROUGH THE
TRANSITION STRUCTURE AT THE CONTRACTOR'S OPTION. SEE
SECTION B -B.
9. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE STRUCTURAL NOTES APPLYING TO RCB OR ARCH
STRUCTURES SHOWN ON THE PROJECT DRAWINGS.
10. 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.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
342 - 1
TRANSITION STRUCTURE342-1
RCB TO PIPE
SHEET 20F2
■■ ■Ir Hall & lbremm, Inc.
■■PI i Civil Engineering - Planning • Surveying • Public Works
545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 • (909) 982-7777
PREP RED UNDER THE SUPERVISION OF:
IG" > ,f<, t' Ilan."
RICHARD L. BOWMAN R.C.E. 24573 DATE:
Io=
CITY OF FONTANA, CALIFORNIA
AWN BY STORM DRAIN PLANS SCALE:
R.L.M.
SIGNED BY DETAILS VERT:
AS NOTED
R.B. VEAS NOTED
FOR
ECKED BY DATE:
R. B. TRACT O. 15949, -19 -2 1 05/06/99
3 NO. � � � DR. NO. SHT. NO.
5195 APS VED CITY ENGIN R� R.C.E.25126 2697 6 OF 6 0