HomeMy WebLinkAbout3384-11SIZE AND SPACING OF STEEL AS SHOWN ON PROJECT
DRAWINGS, EXCEPT THAT S BARS ON EACH SIDE OF
SH 07 1 SHALL OR E NOT
SMALLER THAN ISM O 100 mm
- - -mac• - -
ALENT
�I�IT��-�_
-�� - I5M O 100 mm (05 0 44 OC x 1.5 In
(5'-0') LONG
B OR Ct - 413 OR C
= ftt =
5 BARS 2.1 m (7'-0') LONG, 100 mm (4') OC,
OF SIZE SHOWN FOR TRANSVERSE STEEL.
BUT NOT SMALLER THAN 15M(•5) BARS.
♦, WARP THESE BARS UNDER BARS THAT
A HAVE BEEN CUT FOR SHAFT OPENING
PLAN STREET GRADECONCRETE RINGS
(SHAFT NOT SHOWN) PER STD.PLAN
324
125 mm x 25 mm (5'x
1 2.1 In (7'-0') 1 11) RING SEAT --�
I 1 1 I
• r-r-.-rr�a as is .yrs •
cli
O N \
SECTION A - A
MANHOLE FRAME AND
COVER PER STD. PLAN 630 STREET GRADE
I
W
J
co
MANHOLE SHAFT PER
STD. PLAN 324
W
► N
125mmx50mm15'x
Y) PIPE SEAT -�
1. 900 mm
(3'-0') �•
OMIT FILLET
UNDER SHAFT
173 mm (7• I
STEPS '
SECTION B - B
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
610 mm
(SEE NOTE 1)
SECTION
PAVED STREET
MAX. MIN.
UNPAVED STREET
MAX. MI N.
(249
1125
mm
J
282 mm(II') 217 mm IS 1/21
410 mm(16') 380 mm (151)
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
tl
0
450 mm (18.1 130 mm 151
525 mm 121•) 130 mm (51
600 mm (241 140 mm (51/41
673 mm UP) 140 mm (5 I/r)
Q
OMIT FILLET
975 mm (361 170 r®0 16 Vr)
990 mm (39'1 180 mm (7')
1050 mm (421 190 m l7 Vrl
UNDER SHAFT
�' I
r W BARS
D BARS _
-,-T ANY STANDARD
F BARS PIPE JOINT
2-H BARS 100 mm t-
(49 OC, SEE NOTE 3
-
W
175 mm (7')
1125 mm (451 200 mm (13/41
1220 mm (48'1 210 mm (8')
1275 mm IN') 220 m N 1/21
STEPS
1500 mm (571 240 mm (9 V41
1500 mm (601 241 m (9 Vr)
SECTION C -
C
SEE NOTE I
0
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
TABLE OF VALUES FOR M
(SEE NOTE 1)
SECTION
PAVED STREET
MAX. MIN.
UNPAVED STREET
MAX. MI N.
B - B
- 867 mm (2'-10 1/r)
- 1060 mm (3'-6'
C - C
282 mm(II') 217 mm IS 1/21
410 mm(16') 380 mm (151)
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
MANHOLE - CONCRETE BOX
STANDARD PLAN
METRIC
PUBLIC WORKS STANDARDS INC.,
GREENBoCOMMITTEE
Q e'
STORM DRAIN
323-1
1992
1892
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
REV. 19606
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES
I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 867 mm (2'-10 1/2") FOR PAVED STREETS OR 1060 mm (3'-6') FOR
UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C -C.
2. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWING, APPLY AT CENTER
LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT.
3. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 30O(ASTM A
615, GRADE 40), AND SHALL TERMINATE 40 mm (1 1/29 CLEAR OF CONCRETE
SURFACES UNLESS OTHERWISE SHOWN.
4. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (149 TO 375 mm 059 OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (241 ABOVE THE INVERT.
5. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630.
UNLESS OTHERWISE SHOWN.
6. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN.
7. WHERE A MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER IS SPECIFIED
REFER TO STANDARD PLAN 326.
8. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
9. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (361 WITHOUT REDUCER
IS SPECIFIED REFER TO STANDARD PLAN 329.
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, 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.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 900 mm (360) WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT - 914 mm (361 WITHOUT REDUCER
630 610 mm (24') MANHOLE FRAME AND COVER
633 914 mm (36') MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PIAN
METRIC
323-1
MANHOLE - CONCRETE BOX STORM DRAIN
go
LL
SHEET 2 OF 2
OWNER / DEVELOPER:
NEW WEST
PROPERTIES
369 SAN MIGUEL DRIVE, SUITE 350
NEWPORT BEACH, CA 92660
(949) 640-6420 * FAX: (949) 640-9310
BENCHMARK:
CITY B.M. NO. 361
NAIL IN POLE #1536697E
S.W. CORNER SULTANA & BASELINE
MARK I BY I DATE
ENGINEER
I--4` MAIN
LINE RC8
rE
E o
1 0 • -`
W BARS
SEE NOTE 3
ROUNO EDGE TO
75 mm (3') R -
STATION POINT,
SEE NOTE 2-
zt 1
CONSTRUCTION JOINT
IOM O 430 mm
LATERAL /
CONNECTOR PIPE
F BARS
i
t� ISM O 450 mm
4 O~ 04 O 181) OC
+ 2 H WAYS TO
BET SED WHEN
(60) IOR MORE
OM O 450 m
(•3 oR •4
o le•) oc SECTION G -G
4
BARS
ROUND EDGES TO
1
'o APPROXIMATE R
' = OF ID OF LATERAL
WITH A MAXIMUM
OF 1.0 In (3'-0•)
D 9 E BARS
r N D, E. H 8r G BARS
B T
,0
m
m
x
o
go
LL
300 mm (121 130 mm (51
PIPE TO PIPE
SHEET 2 OF 2
375 mm (151 130 mm (51)
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
r
r I
CONSTRUCTION JOINT
PLAN
_-
I NEW OR EXISTING RCB, SEE NOTE 6
-
tl
0
450 mm (18.1 130 mm 151
525 mm 121•) 130 mm (51
600 mm (241 140 mm (51/41
673 mm UP) 140 mm (5 I/r)
750 mm (304 160 mm (6')
825 mm 1331 160 xm A 1/41
975 mm (361 170 r®0 16 Vr)
990 mm (39'1 180 mm (7')
1050 mm (421 190 m l7 Vrl
0c
r W BARS
D BARS _
-,-T ANY STANDARD
F BARS PIPE JOINT
2-H BARS 100 mm t-
(49 OC, SEE NOTE 3
-
v
0
's
O
1125 mm (451 200 mm (13/41
1220 mm (48'1 210 mm (8')
1275 mm IN') 220 m N 1/21
(350 mm (541 230 mm (91)
1500 mm (571 240 mm (9 V41
1500 mm (601 241 m (9 Vr)
1650 mm (631 260 m (101
!ROUND
I EDGES IOM 0 450 fn
(•3 OR •4 O
ELEV. S. O 18') OC ELEV. R. SEE NOTE 8
SEE NOTE 8 E BARS
m
0
1680 mm (66'1 260 m (10 V4
1800 mm (69'1 280 mm 00 3/4'
1850 mm (7r) 280 mm 01')
1950 mm (78.1 300 mm (1 3/4.1
2-G BARS 100 mm
(4') OC, SEE NOTE 3 0:. �o:
0
2100 mm (841) 320 m (12 Vrl
2400 mm (90•) 340 m031/42
8
2440 mm (969 360 mm (149
UNDISTURBED EARTH2550
BACKFILL WITH 263 Ky-C-14 MPo
�- (450-C-2000) MIX CONCRETE, OR
o
1°
O
r
mm (102') 400 m US 1/2'1
2100 mm 008. 410 Mrs (161)
3000 mm (1149 420 m (16 I/r)
iCOMPACT SOIL TO RELATIVE DENSITY
REQUIRED BY SPECIFICATIONS. BACKFILL
MAY BE OMITTED IF STRUCTURE IS LAID
ON UNDISTURBED EARTH TO STORM
N
p
3050 m 020.1 430 m10 (171
3150 mm (1261 430 ren (171
3300 m 032*1 450 = 071/2.1
SECTION Z - Z DRAIN WALL.
(INCHES)
0
1
3450 mm 11381 450 mm 07 V21
3600 m 0449 460 no 118'1 1
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED ANBY THEARDS
PUBLIC WORKS STANDARDS INC.,
COMMITTEE
JUNCTION STRUCTURE - PIPE TO RCB
STANDARD PLAN
METRIC
333-1GREENBOOK
1964
PIPE TO PIPE
SHEET 2 OF 2
REV.1990
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
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 (121 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 (80) 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 (59 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 (6') 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
TABLE
JUNCTION STRUCTURE - PIPE TO RCB
333-1
PIPE TO PIPE
SHEET 2 OF 2
REVISIONS
'K•I DATE
CITY
t LATERAL /
CONNECTOR PIPE
IOM0450 mm
03 OR •40184 OC
ROUND EDGES TO RADIUS 6
OF APPROXIMATE ID OF
LATERAL. MAXIMUM
• , y
� •
�\•,•H. i��i�i�Y�i�I�11 �\ii
i\IC/ •i\\+t
.No
dam OWNS ■ ,
LRWMllW>uvL ,
15M0450 mm (040184 OC,
PROMULGATED BY THE
TABLE
STANDARD PLAN
METRIC
02 IS 1500 mm (604 OR MORE
PIPE TO PIPE
LONGITUDINAL SECTION
FOR
DIMENSIONS
F BARS
r
SHEET I OF 2
I
AND BAR SIZES
I
8 BARS
038' RO14 C
F- 1=
ELEY. R
D2
F
H
0c
OR
OR
m
m
B
T
as:
o
a
<
(mm) (INCHES)
(mm)
(INCHES)
300
12
110
4
h 8
12
c 0
0
-
^
373 15 110 4 1/4
450 18 120 4 1/2
525 21 130 5
600 24 140 51/4
675 1 27 140 51/2
750 30 160 6
823 33 160 61/4
900 36 170 61/2
975 39 180 7
1050
42
190
71/2
u
0
6
is
v
0
a
rcE
N
1125 45 200 7 3/4
1200 48 210 8
1275 51 220 8l/2
1350 54 230 9
1425 37 240 91/4
1500 60 250 91/2
1575 63 260 10
1650 1 66 260 101/4
1725 69 280 10 3/4
1800 72 280
1950 78 1 300 11 3/4
2100 84 320 121/2
2230
90
340
13 1/4
.-
148
O
"EE
E
ti
1
N
C
.-
n
N
r
ao
o
0
2400 96 360 14
2550 102 400 151/2
2700 108 410 16.
2850 114 420 161/2
3000 120 440 17
3150 126 440 17
3300 132 450 171/2
3450 138 450 171/2
3600 1 144 460 18
• , y
� •
�\•,•H. i��i�i�Y�i�I�11 �\ii
i\IC/ •i\\+t
.No
dam OWNS ■ ,
LRWMllW>uvL ,
15M0450 mm (040184 OC,
PROMULGATED BY THE
BOTH WAYS, TO BE USED WHEN
STANDARD PLAN
METRIC
02 IS 1500 mm (604 OR MORE
PIPE TO PIPE
LONGITUDINAL SECTION
D BARS
A BARS
I IO �4)
F BARS
r
SHEET I OF 2
I
I0M0450 mm
I
8 BARS
038' RO14 C
F- 1=
ELEY. R
ELEV. S
f- i IT-.-
I5M0450 mm (8401139 OC,
BOTH WAYS, TO BE USED
WHEN B IS 1500 mm (601
OR MORE d
E MAIN LINE
SECTION N' -N"-N"
PROJECTED ON M -M -N"
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
S
TRANSITION TRUCTURE
STANDARD PLAN
METRIC
PUBLIC WORKS STANDARDS INC.,
GREENBO COIAMITTEE
PIPE TO PIPE
340-1
1
1992
O =
REV. 1 N
SHEET I OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES
,I. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE, A. SHALL
NOT EXCEED 5045'.
2. VALUES FOR A. B. C. DI AND D2 ARE SHOWN ON THE PROJECT
DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN
REQUIRED BY NOTE 10.
3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE.
4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615)
GRADE 300(40). AND SHALL TERMINATE 40 mm (1 1/2') CLEAR OF
CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL
BARS SHALL BE IOM 0 450 mm (#3 OR +4 0 180) OC OR LESS.
5. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE.
6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS
OPERATION, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE
OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT
LONGITUDINAL KEYWAY.
7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION
OF THE CONTRACTOR TO MEET RCP ENDS, USING D BARS,
LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION
OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE. BUT
ANY CHANGE IN THE LOCATION OF SPUR MUST BE APPROVED BY THE
ENGINEER.
8. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE. UNLESS
OTHERWISE SHOWN ON THE PROJECT DRAWINGS.
9. WHEN THERE IS NO SPUR REQUIRED. A S B BARS SHALL BE OMITTED.
10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT
DRAWINGS, INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN
INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY, ELEVATION S
SHALL BE SHOWN ON PROJECT DRAWINGS, AND INLET PIPE SHALL
BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN
OR GRADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON
PROJECT DRAWINGS QQNII Y__ WHEN STUB IS TO BE PROVIDED IN MAIN
LINE FOR FUTURE CONSTRUCTION OF INLET PIPE.
II. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 m (259.
IF THE COVER EXCEEDS 7.5 m (259 A SPECIAL STRUCTURE SHALL BE
DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS.
12. 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
340 - 1
SHEET 2 OF 2
TRANSITION STRUCTUREMETRIC
PIPE TO PIPE
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.
SEAL -ENGINEER
QRpFESS/pN
cv0 �O
A.
No. 25917 ^'
yt Exp. 12/31/05
sq�F OF ICA1�F���\/
At7_ --
RCP OR
RC ARCH.,
U
0:
O 0:
W M
W
0.4
4r0
I- 1.4'
NLu
F -N Z
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PU13UC WORKS CONSTRUCTION
O =
�W
O
W M
CC
O
a
LA
<
F- 1=
F= a
O 0 0: W M
W C .0 N H
H I F- 1-M7 I -M Z
B
0
- - - - - - - t - ----JR-CARCH*
--?A
RCB OR
B
PLAN
P. SEE NO
STA.
ELEV
STA.
SECTION A -A
s ARCH MAY HAVE A HORSESHOE- I
SHAPED, CIRCULAR, ELLIPTICAL
OR SIMILAR CROSS SECTION.
'TELL PATTERN SHOWN IS
CTORIAL ONLY. SEE NOTES
AND 7
SECTION B -B
PTIONAL CONSTRUCTION
DINT:
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
PUBLIC WORKS STANDARDS INC.,
GREENBOCOMMITTEE
TRANSITION STRUCTURE
p� C B TO PIPE
R
STANDARD PLAN
METRIC
342-1
1912
1
REV. 1M
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PU13UC WORKS CONSTRUCTION
NOTES
I. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, 9. 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
(40) 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 100mm (40).
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 (5") FOR PIPE
SIZE OF 2400mm (960) OR LESS, AND 200mm (89 FOR PIPE SIZES
OVER 2400mm (961).
6. fc = 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 (1 1/20) 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
342 -1
TRANSITION STRUCTUREMETRIC
RCR TO PIPE
SHEET 2 OF 2
CSL ENGINEERING INC. CITY OF FONTANA, CALIFORNIA
11651 STERLING AVENUE, SUITE E
RIVERSIDE, CALIFORNIA 92503 DRAWM BY:
(909) 785-5122 * FAX (909) 785-5180 SE
DESIGNED BY:
PREPARED BY: R.C.E. NO. 25917 SE
• EXP. 12/31/05)
DATE: T" Z Z- 03 CHECKED
JJL
RICHARD A. S IANNI
STORM DRAIN IMPROVEMENT PLAN SCALE:
1"=40'
TRACT 1637 DATE:
DET IL SH FEBRUARY, 2003
01 BY: �2 ®SI DWG. NO. SHEET
C TY ENGINEER: RICA 0 SAN AL R.C.E. 511521 3384 OF 1
JN597/09-16-03/597SD3.DWG/S:40