HomeMy WebLinkAbout3530-44 MAIN LINE RCP OR
REINFORCED MONOLITHIC
ARCH, SEE NOTE 2 J cq
SEE NOTE 1
H ' H
D A
\�
80 mm (31 MIN.
i 9 It LATERAL/
L CONNECTOR PIPE
I \
� \ /
aW I ROUND FF 15M O 150 mm
I- G BARS
al (EDGE -� p (94 O 61) OC
CD TO 75 mm `J
wt -
Z 1- o v Z? I (3') R -- --- IOM O 450 mm
z 1! (•3 OR •4 O 181)
cr w a W ao I I OC TIE BARS
zN Wrn M I 4 EANDFBARS
U m ` 15M075 mm
STA.
t05 O 3•} OC.
SEE NOTE 8
L-� POINT 10
.. TABLE OF
CONNECTOR PIPE
80 mm SEE NOTE 3 VALUES FOR T
(3') MIN.
I
STA. POINT B T
LATERAL
SEE NOTE 3 300 mm (121) 130 mm (51)
PLAN 375 mm 05.1 130 mm (5•)
450 mm 08.1 130 mm (51
525 mm (219 130 mm (59
SPUR IOM O 450 mm 600 mm (241) 140 mm (5 1/2.)
(•3 OR •4 O 18.1 675 mm (27.1 140 mm (5 1/29
OC TIE BAR 750 mm (309 150 mm (61)
G BARS 15M O 150 mm
REINFORCING STEEL I (•4 O 69 OC rl 825 mm (33.) 170 mm (6 I/21)
1 -_-^�L 900 mm 1361) 170 mm (6 1/21)
80 mm (31) MIN. / 975 mm (39.) 180 mm (71)
E N
LINE NG / ' N
o (130 tOl9 (5'1 TIE BARS
/ROUNDI m a
- ( EDGES- L ELEV. R
l E BARS 15M 0)C
ELEV. S / O 80 11x11 1V G BARS
• ' \� F BARS 15M 05) ~ !\
O 75 mm (31 OC
UNDISTURBED CONCRETE CRADLE. `~
EARTH H H 265-C-14 (450-C-2000),
SEE NOTE 9
SECTION Z -Z SECTION M -M
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY TME
JUNCTION STRUCTURE - PIPE TO P:PE INLET
STANDARD I PLAN
METRIC
PUBLICWORKS STANDARDSMITTS INC.,
GREENBO 19 COMMITTEE
1984
ID > 600 mm (24") OR ID > 112 `I MAIN LINE ID
331-2
REV' 1996
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES
I. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER
OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE
MAIN LINE: OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER
THAN 600 mm (24.1. B SHALL NOT EXCEED .75 D OR 975 mm (39.1.
2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN,
D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL'
SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME
MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A
REINFORCED MONOLITHIC ARCH.
3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE
INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS
SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES
APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH
THE CONNECTOR PIPE CENTER LINE,
4. VALUES .FOR A. B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS.
ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER
NOTE 5.
5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS.
IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY.
b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A
STUB IS TO BE PROVIDED IN THE -MAIN LINE FOR FUTURE CONNECTION
OF AN INLET PIPE.
c. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET
PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE
SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE
CATCH BASIN OR GRADE BREAK IN LINE.
6. THE INLET PIPE SHALL ENTER THE MAINLINE RADIALLY UNLESS OTHERWISE
INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN
RADIALLY IF ANGLE A IS GREATER THAN 450. B IS LESS THAN OR EQUAL TO
600 mm (241 AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN
.5 D1 OTHERWISE. STANDARD PLAN 340 SHALL BE USED.
7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE.
8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL
TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE
TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE '
CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF
THE SPUR. ,
9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND
ENCASEMENT (.AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A
JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE
CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12') ABOVE THE TOP OF THE
MAIN LINE AND TO THE LIMITS OF THE CRADLE.,
IF CONNECTING TO AN EXISTING STORM DRAIN. PORTION OF CRADLE
OPPOSITE INLET MAY BE OMITTED,
10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M, GRADE 300, (ASTM A 615.
GRADE 40), AND BE PLACED 40 mm (1 1/2") CLEAR FROM CONCRETE SURFACES,
UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS
THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + 150 mm (61.
11. FLOOR OF THE SPUR SHA -
LL BE STEEL TROWELED TO THE SPRING LINE OF
THE SPUR.
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 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
tC 2
SHEET 2OF2
JUNCTION STRUCTURE - PIPE TO PIPE INLET331
ID > 600 mm 24" OR > 112 MAIN LINE ID
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED N9 TME
TRANSITION STRUCTURE
STANDARD PLAN
METRIC
-I•UltJC VARKS STANDARDS INC..
GREEN"OOK COAMiTTEE
- -
-
TO PIPE -
- 342 -1
ti82
-.RCB.
/
REV'1M
SHEET t OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES
I. THE HORIZONTAL ANGLE, OF DIVERGENCE OR CONVERGENCE, 8: SHALL
NOT EXCEED 5' 45'.
2. -REINFORCING STEEL BAR.S)ZES, 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
(4") GREATER, IN WHICH CASE THE CONCRETE THICKNESS SHALL
VARY UNIFORMLYFROM THAT OF THE ARCH OR RCB SECTION
TO THAT OF THE R.CP WALL PLUS'IOOmm (41.
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 (81 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 V 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
IC
342 -1
S14EET2OF2
TRANSITION STRUCTURE
RCB TO PIPE
-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
NOTES
1. VALUES FOR A. B. C, D1, D2, ELEVATION R AND ELEVATION S ARE
SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE
WALL OF STRUCTURE.
2. 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 MONOLITHIC SHAFT PER SECTION C -C AND
DETAIL 'N". SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED
PER SECTION C -C. WHEN DIAMETER DI IS 1200 mm (481 OR LESS. CENTER
OF SHRIFT MAY BE LOCATED PER NOTE 3.
3. CENTER' OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF
STORM DRAIN WHEN DIAMETER DI IS 1200 mm(48') OR LESS. IN WHICH
CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH
CENTER LINE.
4. LENGTH) OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS,
BUT ANY CHANGE IN LOCATION OF SPUR MUST BE APPROVED BY THE
ENGINEER.
5. P SHALL BE 125 mm (51 FOR D2=2400 mm (96") OR LESS AND 200 mm (8')
FOR D2 OVER 2400 mm (96.1.
6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615.
GRADE 40). AND SHALL TERMINATE 40 mm (1 1/2') CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE. SHOWN.
7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY
MAY BE. PLACED AT SPRING LINE.
9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A
LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES OF
F SHOWN ON TABLE, SH. I.
10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE
LOCATED ON SIDE RECEIVING THE SMALLER LATERAL.
11. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm 041 TO 375 mm (15") OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (249 ABOVE THE INVERT.
12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE=
A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS INADE-
QUATE. MAIN LINE- 900 mm (361 INSIDE DIAMETER OR LARGER.
B. LATERAL = 300 mm (12') TO 3600 mm 0441 INSIDE DIAMETER: HOWEVER,
'THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF
'THE MAIN LINE.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
322 -1
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
' -
SHEET 3 OF 4
13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN.
14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN.
15. WHERE A MANHOLE SHAFT - 900 mm (36") WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 326..
16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (361 WITHOUT IS
SPECIFIED REFER TO STANDARD PLAN 329.
18. DIME14SIONS 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 (361 WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT - 914 mm (361 WITHOUT
REDUCER
630 610 mm (241 MANHOLE FRAME AND COVER
633 914 mm (361 MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
s,
THESE F'7701FD Hai+,lr P P-�,
H. _ 1; i))' TF : ' L je hlb . . FEN P ,r_. ARED, IN
»r ri - A.. C. 1 O . drlT]{ , J CO MPILED A,N
FUl tq,ww-70 11Y CTH- ,,`. THE E;y 1,11,;7 : 1
e,C'R V�x
I..L R DT FIr
l'.Y El?'" � OH
I"a°JLE'=N),'dICC4 rC.V )!`ITOTII'
A 17=1117 TI'�."}"'()r.
// \
Q
it
C�k �- P
1 i �, 3Q53 7
�-06
f CRIME
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
322-1
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
' -
SHEET 4 OF 4
1. -m (4')BARS.
1.4 m (4'-8')) LONG.
ROUND TO 75 mm (39 R
75 mm (31) OC CONTINUE
F D( F
ADDITIONAL BARS
-
150 mm l69 OC TO INSIDE
E
EDGE OF MANHOLE
/
STATION
~
125 mm x 50 mm (5•x
CZ
2') PIPE SEAT
1C
3-D BARS. 75 mm
tV01-3500 ng 11449125'1
(3•) OC CONTINUE
SECTIONPAVED STR E NPA SrTR T
150 mm (61) OC
N -M -P -O mm 2'-1 1060 Run 3'-6•
4-20M(•6) E BARS
(PIPE
SEE NOTE 3
OINT
IOM O 450 mm (•3
15M 04,50 mm (04 O 18•)
OR 04 O 189 OC
1275 mm 51' ( mm 1/2.1 675 mm (27mm 1/2'
TIE BARS
SECTION G -G
A & B BARS
USED WHEN 8 IS 1500 mm
CTAT,nu nT N i
BOTH WAYS, TO BE USED
PLAN
(SHAFT NOT SHOWN)
R=1D
OF SPUR t
WITH A MAX.
OF 1050 mm
t3'-6'1
MANHOLE
SHAFT
PER STD.
PLAN 324
STEPS
125 mm x 50
(5•x2'1
/- STREET
GRADE
-MANHOLE FRAME
AND COVER PER
w STD. PLAN 630
m
Id -D BARS
W TIE BARS
vii / F BARS
/ \ TIE BARS
BARS
ROUND TO 75 mm (39 R
1.2 m OPTIONAL
- OPTIONAL FILLET
I
(4'-0•) OUTSIDE
EDGE OF
TO 75 mm (3.) R 1--
GREENBo 9COMMITTEE
CONCRETE
/
S
F,
.
CZ
SHEET 1 OF 4
1C
E SPUR
tV01-3500 ng 11449125'1
TABL ALUE FO (SEE 140TE 21
SECTIONPAVED STR E NPA SrTR T
150 mm (69
N -M -P -O mm 2'-1 1060 Run 3'-6•
L. 4-15M(#4) H
BARS 900 mmTANDARD
(PIPE
(3'-0') LONG
OINT
DETAIL "N"
15M 04,50 mm (04 O 18•)
(RINGS AND COVER NOT SHOWN)
1275 mm 51' ( mm 1/2.1 675 mm (27mm 1/2'
SEE NOTE 2
R=1D
OF SPUR t
WITH A MAX.
OF 1050 mm
t3'-6'1
MANHOLE
SHAFT
PER STD.
PLAN 324
STEPS
125 mm x 50
(5•x2'1
/- STREET
GRADE
-MANHOLE FRAME
AND COVER PER
w STD. PLAN 630
m
Id -D BARS
W TIE BARS
vii / F BARS
/ \ TIE BARS
BARS
PROMULGATED BYTHEMANHOLE
:TO PIPE �
PIPE SEAT
I
A BARS 1 125 wELEV.
TO 75 mm (3.) R 1--
GREENBo 9COMMITTEE
- LARGE SIDE INLET.
322-1
S
2s m. s
.
ELEV. R (5'1 m
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
tV01-3500 ng 11449125'1
TABL ALUE FO (SEE 140TE 21
SECTIONPAVED STR E NPA SrTR T
-B BARS
N -M -P -O mm 2'-1 1060 Run 3'-6•
C (a 1/2-1 glo mm 16' 8o mm
T-rr
ts
-.136.1 165 mm 8 2•00 mm 129 100 mm 4')
to mm 180 mm (7• 375 mm 15" 110 mm 14I/
1050 mm (429 190 mm 1 450 mm (18' "..,4
15mm(4 1/2•)
15M 04,50 mm (04 O 18•)
1200 mm 01 mm call 600 mm 249 135 mm t5 1/4.1
1275 mm 51' ( mm 1/2.1 675 mm (27mm 1/2'
OC BOTH WAYS, TO BE
SECTION G -G
ISMO 450 mm (•4 O IS•1 OC
USED WHEN 8 IS 1500 mm
I mm 88• 260 mm 110 1/4.1 1050 mm (42.) 190 mm (7 1/2•)
BOTH WAYS, TO BE USED
(609 OR MORE
950 mm 7 300 mm (11 3/4• 1275 mm (511 215 mm 8 I/2'
WHEN D2 IS 150(
250 mm (90• 335 mm 13 1/4' 1425 mm S7"1 mm 1/4
400 mm 96" 335 mm 049 1500 mm (609 240 mm IS 1/2'
OR MORE
70 mm 181) 405mm 1650mm 66• 260 mm 10 •
2850 mm (114" 4 mm (16 I I mm (69•) 275 mm 410 3/411
SECTION N -M -P -O
1 mm 126° 430 mm 07" mm 781) 300 mm (II 3/4'
CONCRETE RINGS PER
3450 mm (1389 44 mm 07 1129 zzjo mm (901 35 mm (1 I/41
OMIT THIS STEP IN
STO. PLAN, 324
2700mm (10 405 mm (16'1
PAVED STREETS
125 mm
3(50 mm t26°) 0 mm 7-
H BAR
1151) STREET GRADE
125 mm x 25 mm (5•
x I-)
150 mm (61)
RING SEAT
N, t4
MANHOLE PIPE TO PIPE (LARGE -SIDE INLET)
322-1
400 mm (169 FOR. PAVED
150 mm (61)
STREETS, 650 mm (2'-2'
H BAR
FOR UNPAVED STREETS
J7,
150 mm (61
a4.1 r
ti... _ • YAR I ABLE
(
TIE BARS-
E E BARS
I 0
TIE BARS
DESIGNED BY:
F F
J BARS
CO
�IVI�-
-ROUND TO
STEPS
1i! 75 mm (39 R
FEB. 2004
T zi=
SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BYTHEMANHOLE
:TO PIPE �
STANDARDPLAN
METRIC
PUBLIC WORKS STANDARDS INC.,
.PIPE
TO 75 mm (3.) R 1--
GREENBo 9COMMITTEE
- LARGE SIDE INLET.
322-1
1992
7
-
.
REV. 1996
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
h+- E SHAFT
125 mm it 50 mm (5' x29
SEAT
C IPIPE
<L D BARS
D BARS
ROUND EDGES I IIP
TO 75 mm (3.) R 1--
p 700 mm I
1_4) ELEVATION ISTATION I
I I
ELEVATION
LONGITUDINAL SECTION
TA 8 SI E
A8 DORF
300 mm (129-975 "" 9' IM075M,•5O ' I-
1 050 " (429-2100 mm (84.1 120M O 7 (•8 O 3• ISM O ISO mm •S O 6.1
tV01-3500 ng 11449125'1
TABL ALUE FO (SEE 140TE 21
SECTIONPAVED STR E NPA SrTR T
- MAX. MIN.MIN.
N -M -P -O mm 2'-1 1060 Run 3'-6•
C (a 1/2-1 glo mm 16' 8o mm
'..TABLETABLE OF VALUES FORT
ts
-.136.1 165 mm 8 2•00 mm 129 100 mm 4')
to mm 180 mm (7• 375 mm 15" 110 mm 14I/
1050 mm (429 190 mm 1 450 mm (18' "..,4
15mm(4 1/2•)
1125 mm 454 195 mm /41) 525 mm (21*1 125 mm 5•
1200 mm 01 mm call 600 mm 249 135 mm t5 1/4.1
1275 mm 51' ( mm 1/2.1 675 mm (27mm 1/2'
3 mm 2 mm 9• 750 mm 3' ISO mm 6'
25 mm 235 ma 9 1/411 82 (33•) 160 mm (6 I/41
I900 mm 16 mm 6 I/
mm2'
15 mm 6 55 (10• 975 mm 399 180 mm 7'
I mm 88• 260 mm 110 1/4.1 1050 mm (42.) 190 mm (7 1/2•)
mm 4691 Z75 mm 10 3/49 1125 mm 45° 195 mm 7 3/4•
1800 mm 4729 280 mm (111) 1200 mm 489 205 mm
950 mm 7 300 mm (11 3/4• 1275 mm (511 215 mm 8 I/2'
2100 mm 1849 320 mm (12 I/2•) 1350 mm (54°) 230 mm(99
250 mm (90• 335 mm 13 1/4' 1425 mm S7"1 mm 1/4
400 mm 96" 335 mm 049 1500 mm (609 240 mm IS 1/2'
2550 mm 11021 395 mm IS I/2• 1575 mm 4639 255 mm 109
70 mm 181) 405mm 1650mm 66• 260 mm 10 •
2850 mm (114" 4 mm (16 I I mm (69•) 275 mm 410 3/411
000 mm (1204 430 mmr
n 1800 mm172.1 280 mm (II'
1 mm 126° 430 mm 07" mm 781) 300 mm (II 3/4'
3300 mm• 132
( 1 445 mm17 I/
( 2' 2100 mmt8 4' 320 mm 11 1/
3450 mm (1389 44 mm 07 1129 zzjo mm (901 35 mm (1 I/41
3900 Im 1441 45 2400 mm 6•) 355 mm (14'
2550 no 102' 395 mm (15 1/2•
2700mm (10 405 mm (16'1
2850 mn Ul4• 20 mm 16 I/
000 t20' 430 mm (I
3(50 mm t26°) 0 mm 7-
3300 mm132• 445 an I 1/21)
450 mm 136' 445 mm (I
3600 mm (144*1 455 mm 18.1
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN. CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
MANHOLE PIPE TO PIPE (LARGE -SIDE INLET)
322-1
o:=
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS
OF THE DATE OF APPnOVAL SHOWN HEREON AND
CARRIED FORTH IN A .DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS
TO BRING THEM INTO CONFORMANCE WITH
L
CURB OPENING CATCH BASIN
SHEET 20F4
RE`G.. DWG• CONDITIONS AND STANDARDS IN EFFECT.
W
1=
z
0
a
u
0
J
FACE
PLATE DOWEL
__/
LINE `-CURB
I i CURB LINE o
2 EXTRA 15
`ISMO 300 mml•4012.) FACE PLATE
EACH WAY ASSEMBLY 312
mm
DOWEL
STANDARD PLAN
300 - 2
CURB OPENING CATCH BASIN
SHEET 2 OF 2
" 1ea8
SHEET 7 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
M(•4)
STEPS
ON 2 SIDES OF
MANHOLE FRAME
1
AND COYER
CATCH BAS 11
EE
MANHOLE FRAME
AND COVER
O N
M
_
o�t
l-
L
o:=
J7,
617-�
AS SHOWN
(
PHONE (909) 948-1311
DESIGNED BY:
o�
DATE;
CO
�IVI�-
rz
STEPS
n:
t
FEB. 2004
rso
ou
CHECKED BY:
1
DRAWING NO.:
4
e�FCALIF�
ate �
RCE
36637 XP. 06-30 4
100 -mm
(TVP.)
PLAN
/4•)R StREET, l)UTTER.
OR LOCAL DEPRES-
SION SURFACE
m L" SLOPE
rc.
75 mm
',*'(3')R
E
�N N M •>
NF
W
- (4�MN �.
300 mm 73 mm
1129MAX. (3')R
-OPTIONAL SUBGRADE CONNECTOR PIPE
OR MONOLITHIC
CATCH BASIN
8 CONNECTION
SECTION A -A
200 mmf8•)
i0M(•4)
90°
is
DOWEL DETAIL.
AMERICAN PUBLIC WORKS ASSOCIATION =SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE STANDARD PIAN
PUBLIC -
WORKS STANDARDS INC. "''�'�-
GREENBOOK COMMITTEE CUR�\,OPENING CATCH BASIN
1994 300-2
REV
STANDARD PLAN
300 - 2
CURB OPENING CATCH BASIN
SHEET 2 OF 2
" 1ea8
SHEET 7 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
617-�
AS SHOWN
(
PHONE (909) 948-1311
DESIGNED BY:
�+
ET l �S
DATE;
CO
�IVI�-
NOTES:
I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED
SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE
POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS
OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE
PROVIDED WITH A WEAKENED PLANE ORA 25 mm(I') DEEP SAWCUT CONTINUOUSLY AROUND
THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH
OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE,
COLOR, FINISH, .AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE
BASIN.
2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE
SHAPED BY PLASTERING.
3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL
AND LATERAL SLOPE OF 1112 MINIMUM AND 113 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE
EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE
THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4. DIMENSIONS)
B = 970 mm(3'-2')
V =THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE CATCH BASIN AT THE OUTLET = 1.35 m(4.59.
VU= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND 'THE INVERT AT
THE UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS
OF NOTE 3, BUT SHALL NOT BE LESS- THAN CURB FACE. PLUS 300 mm(12•).
_VI=THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE INLET, NOTED ON THE PROJECT PLANS.
H =NOTED ON THE PROJECT PLANS.
W =NOTED ON THE PROJECT PLANS.
A =THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE
AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI-
FIED, THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN.
WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL
INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A
SKEW NECESSARY TO INSURE MINIMUM 80 mm(3') PIPE EMBEDMENT, ALL AROUND, WITHIN
THE CATCH BASIN WALL, AND 75 mm(31 RADIUS OF ROUNDING OF STRUCTURE CONCRETE,
ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE
USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE 'A* IS LESS THAN
70 DEGREES OR GREATER THAN 110 DEGREES, OR WHENEVER THE CONNECTOR PIPE IS LOCATED
IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION. IN ANY CASE
IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AY010 CUT-
TING STANDARD LENGTHS OF PIPE.
6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS,
THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL
BE SPACED 300 mm(12") APART. THE TOP STEP SHALL BE 175 mm(7') BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 mm(2-1/2.1. ALL OTHER STEPS SHALL PROJECT 130 mm(5•).
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(79 ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
8. THE FOLLOWING STANDARD PLANS AR
LANS INCORPORATED
CORPORATED HERE1N1
30$ MONOLITHIC CATCH BASIN CONNECTION
309 CATCH BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
312 CATCH BASIN MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
9. 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
STANDARD PLAN
300 - 2
CURB OPENING CATCH BASIN
SHEET 2 OF 2
" 1ea8
SHEET 7 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
MAYBE 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
300 - 2
CURB OPENING CATCH BASIN
SHEET 2 OF 2
U
a
a
Q
C
n
A
BENCH MARK: BASIS OF BEARINGS:
No. 615 THE BEARING OF N00'16'44"W ALONG
RAILROAD SPIKE AT INTERSECTION C
OF CITRUS AVE. AND LOS CECROS THE WEST LINE OF SECTION 30, TOWNSHIP 1 NORTH, RANGE 5 EST, �
AVE.. IN POWER POLE N0. 9011E SAN gERNARDINO MERIDIAN, AS SHOWN
ON THE EAST SIDE OF CITRUS AVE. ON TR. N0. 15908, IN BOOK 271,
ELEVATION: # 1467.59 PAGES 34 THROUGH 39 OF MAPS. Q
Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA
OF N
PREPARED IN THE OFFICE AND MADOLE A�ASSOCIATES, INC. S STORM DRAIN IMPRO VEEIV T PLAN //��''
�3 No, 36637 c 4� 10601 CHURCH STREET , STS. 107 DRAWN �TR14 C T /�O• 11,16176 SCALEft
:
Expl 06-30-04 RANCHO CUCAMONGA, CA 91730 DM /617-1 &
J:1826-11771StormDrainlsd04.dwa, 02109/2004 03:09:20 PM. DM
TOLL FREE 1
617-�
AS SHOWN
(
PHONE (909) 948-1311
DESIGNED BY:
�+
ET l �S
DATE;
CO
�IVI�-
WLl
FEB. 2004
CHECKED BY:
APPRO BY:
DRAWING NO.:
4
e�FCALIF�
ate �
RCE
36637 XP. 06-30 4
�
CITY ENGINEER .C.E. 51152 DATE
WL/3530
s
J:1826-11771StormDrainlsd04.dwa, 02109/2004 03:09:20 PM. DM
TOLL FREE 1