HomeMy WebLinkAbout3285-947
to
1" o
100 trrml- IQO mm .
4. L- --
It4•)
E, ti0o0�� I
f OPTIONAL I I
CONST.JdINT 100 mm
TNG
'Sd6 nun
UND€STURBE(I EARTH 200
I>OWELS(TYP) ,�.,�, 40 m,ptt i/2') CLE SM(s4)
' � ,r 1 SM O 300• mml+4 Q12'1
I SCORING C S I o
LINE 1; 40 mm(I 1!2'1
t CLEAR:.
a
CURB
*
BL O
t FLOW
STEPS CEH'iER SUPPORT ,
FOR MULTIPLE FLOW LINE
GRATES
• iQO urr,i4•)R
t GRATE
Tus
Wy
PLAN
C cues
FACE PLATE ASSEMBLY
FLOW
FRAME AND fiO0 ennrt24'} 300 rmmt12')
GRATING lk#tN.
' CENTER SUPPORT Mjj�N,r.-•-•'"--''
,# .I
FOR MULTIPLE
GRATES 150 nra(6'Ni
100 mm(4') MtN. t ,
300 mm(t2'1 MAX, 'S= 2 SLOPE
OPTIONAL ROUGHENED .;
CONST. JOINTtTYP.) TS men(3']R
OPTIONAL
SECTION B""B suBGRAt)E
STi#EET. GUTTER, 0R LOCAL
DEPRESSION SURFACE SECTION G•"C
DOWEI;SITYP.I FACE PLATE ASSEMBLY
f� CURB FACE • H
.., 5 �Il4.1R � *J mm4F14'1R_ 5 mm(I/4")R
!'-ice 12a
200 Ir"ITI
idM1.41
S a
GRATINGFRAME
� 90+
I {2`41$t/2.1
KEW" Lj
#
... _...ITS nrnt3•IR
- DOWEL- DETAIL
_
OPTIONAL SUBGRAt>E� CONNECTOR PIPE OR
B MONOLITHIC CATCH
BASIN CONNECTION
SECTION A -A
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD
m�D.Y� CURB OPENING CATCH BASIN WITH
:I��NDa��,
GRtSENBOOK t;OrprTTEE 301-2
GRATING(S) AND DEBRIS. SKIMMER
�• �� USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS
DISTANCE
(MAX.)
01 STANCE
(MAX.)
100
3.65 m (121
1.20 m t41
ST
4.23 m (14.1
2.40 in (81
50
4.90 in 06.1
3.65 m (I2')
40
3.50 m Osl
3.50 m (18')
33
6.00 m (201)
6.00 m 1201
1273 mm (51•} 215 men t$ lf2.1
fs00 mm {2q•} 140 mm (S' it4•}
,gyp
STS rmm 127.1 t40 mm IS 1!2'}
500 mm 021 MIN.
T5o mm c3D•) I65 tram [B•}
1500 mm C6o•} 24O mm (9 1!2.1
825 mm 133'1 ifi3 mm (6 1!4•)
1575 tint t63'1 260 mm t10•!
'400 (IM» t3£r') !fi5 term. t6 tt2')
1650 nim {6$'1 2fi0 /fr1l t10 I/4•)
975 mm (39•) 190 mm tT'}
,yd�1 v 4i
A 300 mm (121 MIN.
FOR 8 GREATER THAN .1800 mm (721 f72') SEE PROJECT PLAN
t
lS6ar,rt6•)
4.a la(I4'I
t
2.4 .rte•)
too trrsr(a�
4.0 tn(I4•I
2
a.a mtt0.1
t50 nrm(f0"}
4.a Rt(14•}
z
a.a .Itlr)
tsa .�t,r(ro•}
!.0 nIt28'1
6
I.t lnl4')
130 lata(fi•}
!.0 m(2$`1
8
!.B m[t3•)
Z00 ■mte'1
"or �WI�•t�
BARS -2 ABOVE 8
7
1.2 m14')
150004 R•)
2 BELOW OPENING
+-
?
t.4 m(8')
�.
45M O 450 mm
04 O IB')
ISM O 450 mm
(04 0 IB•)
7
'
250 arrrtro•)
,�► C BARS
!.O mt2s'1
7
3.S rrrtl2'1
i
SECTION
A -A
F�
�O
mm
PLAN
CORNER
CONNECTION
SECTION 13_g
B
SECTION A -A
-x�:�...
SKIMMER
ASA
TABLE A
Arpt
x
SLOP (%)
Y. HIOO)
DISTANCE
(MAX.)
01 STANCE
(MAX.)
100
3.65 m (121
1.20 m t41
ST
4.23 m (14.1
2.40 in (81
50
4.90 in 06.1
3.65 m (I2')
40
3.50 m Osl
3.50 m (18')
33
6.00 m (201)
6.00 m 1201
PIPE ANCHORS
NOTES:
1. ANCHORS SHALL BE CLASS 26504 (450-C-20003 CONCRETE.
2. FOR CLAY PIPE. ANCHORS SHALL NOT BE PLACED WITHIN ISO IMT IS INCHES) OF THE PIPE JOINT.
3. TRENCH SHALL BE BACKFILL PER NOTE 4 ON SHEET 2.
4, SPACING of ANCHORS FOR PIPE SLOPES BETWEEN VALUES SHOWN IN TABLE •A` MAY BE PROPORTIONED.
S. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES.
IF METRIC UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES WITH
THE EXCEPTION OF REINFORCING BAR SIZES FOR WHICH ENGLISH (IMPERIAL) BAR SIZES MAY BE
SUBSTITUTED FOR METRIC BAR SIZES. If ENGLISH UNITS ARE USED. ALL VALUES USED FOR
CONSTRUCTION SHALL BE ENGLISH VALUES.
ANCHORS`
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
•vROMU,WTEOtr'rTHE
C /+gyp
�r, PIPE ANCHORS
STANDARD PLAN
METRIC
►U6tIC WORKS STANDARDS Mc,
GR EENBOOK
F STABILIZERS
BACKFILL S IZERS
AND B
2 21 1
RM Is"
2 1/2"1
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
ti'
t. 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 MONOLITHICIWITH 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 OR A 25 mmll•) 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 SURFCES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE
SHAPED BY PLASTERING. 1
3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH, FLOOR OF GRATING PORTION
SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM. EXCEPT
WHERE THE GUTTER GRADE EXCEEDS B PERCENT. IN WHICH CASE THE LONGITUDINAL SLOPE
OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE, SLOPE FLOOR FROM ALL DIREC-
TIONS TO THE OUTLET.
4. DIMENSIONS:
Y = 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.
VI s 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 s 2 m(7') UNLESS OTHERIkISE NOTED ON THE PROJECT PLANS.
WG 900 mm(2'-(I 3/81) F014 ONE GRATING: ADD 1051 mm(3'-5 3/B') FOR EACH ADDITIONAL
GRATING. ONE GRATING ;IS REQUIRED UNLESS OTHERWISE SHOWN ON THE PROJECT
PLANS. I
A s THE ANGLE. IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE
AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
S. 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 mrI PIPE EMBEDMENT. ALL AROUND. WITHIN THE
CATCH BASIN WALL. AND 75 tI 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 TO
DEGREES OR GREATER THAN UO DEGREES. OR WHENEVER THE CONNECTOR PIPE IS LOCATED
IN A CORNER. THE OPTIONA0USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE
IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT-
TING STANDARD LENGTHS OF PIPE.
6. STEPS SHALL BE LOCATED A� SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS.
THEY SHALL BE LOCATED ON THE FRONT WALL AT THE CENTERLINE OF THE DOWNSTREAM
GRATING. STEPS SHALL BE SPACED 300 mm(12') APART. THE TOP STEP SHALL BE 175 mml71)
BELOW THE TOP TO THE GRATING AND PROJECT 65 mm(2-1/21. ALL OTHER STEPS SHALL
PROJECT 130 mm45•).
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER IMAXIMUM) ALONG THE
BACKWALL.
STANDARD PANS R INCORPORATEDHEREIN:
8. THE FOLLOWINGS ARE
308 MONOLITHIC CATCH BASIN CONNECTION
309 CATCH BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
311 FRAME AND GRATING FOR CATCH BASINS
638 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
9. DIMENSIONS SHOWN ON THISPLAN 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. I
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PUN
METRIC
01 - 2
CURB OPENING CATCH BASIN WITH
GRATINGS AND DEBRIS SKIMMER
T 3 OF 3
SHEET
t t
.. FOR SLOPING. TRENCH WAf-(. FOR YER�T a FOR SLOP)Nq TRENCH WALL FOR VERTICAL
TRENCH WALT TRENCM7 MALL
00 Mn 0 300 mn
FSO nrn G2') iin. U2'I M#in, ,MSO ,m„ arl '300 ,..1 OO xn
1
REOWdOD
4 ` BOARDS
N00 "aa „ 100 mm +t5 mn► t
TRENCH (41 s 4.3 REDWOOD POST i
t OR SI mm (21 CALV. PIP I
PIPE I TRENCH WALL_'" � ' �` - I
t I EMBED IN ANCHOR OR PIPE ('I
PRE -EMBEDDED SLEEVE -I
�C
CONCRE
ANCHOR�
-� \ I I
ALTERNATE I r ---j
ALTERNATE 2.
�-Ci Y
SECTION C -C
7WERI
8ACHFI L TABLE 8 '
St/yE, TABtLIZERS
C x
GROUND SLOPE
X,.1
TABLE 8
Y(MAX.)
-1
LS on (51)
1 11
2.75 m (91)
2=I
3.65 m 12')
2 1/2"1
4.9 m (IB•)
3-1
6.0 m (20'1
ELEVATION
BACKFILL STABILIZERS
NOT
1. REDWOOD BOARDS SHALL BE 50 mm s 300 mm (2 IN. s 12 IN.) WHERE DEPTH OF COYER
OVER PIPE PERMITS. OTHERWISE USE SO mm a 250 mm (2 IN. s 10 IN.)
2. REDWOOD BOARDS SHALL BE PLACED ON THE HIGH GROUND SIDE OF THE POSTS.
3. EACH REDWOOD BOARD SHALL BE FASTENED BY USING 2-164 NAILS TO EACH
REDWOOD POST OR A 10 mm (3!8 IN.) HOLT AND NUT WITH WASHERS TO EACH
GALVANIZED PIPE. ALL HARDWARE SMALL BE GALVANIZED.
4. TRENCH BACKFILL SHALL BE CONSOLIDATED BY MECHANICAL COMPACTION. IN LIEU
OF MECHANICALLY COMPACTION. SOIL CEMENT MAY BE USED. HOWEVER. THE TOP
300 mm 02 INA OF BACKFILL SHALL BE NATIVE SOIL,. MECHANICALLY COMPACTED.
S. SPACING OF STABILIZERS FOR GROUND SLOPES BETWEEN VALUES SHOWN IN TABLE
'B' MAY BE PROPORTIONED:
6. THE CONTRACTOR MAY. AT HIS OPTION. SUBSTITUTE DOUGLAS FIR' FOR THE REDWOOD
PROVIDED IT HAS SEEN TREATED WITH PRESERVATIVES.
STABILIZERS
ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER AMERICAN PUBLIC WORKS ASS L ORNIA HA TER
STANDARD PIAN
221-1
SHEET 2OF2
PIPE ANCHORSMETRIC
AND BACKFILL STABILIZERS
E BARS -2 ABOVE a
"I
D BARS -2 ABOVE 8
2 BELOW OPENING
\-N
r300 mm
A 121 MIN.
mm (3'
)R
`\ I5M 0 45
�\ (t+4 O 18'
C BARS
PLAN
SIDE CONNECTION.
=• "- . _- AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
°"
E BARS -2 ABOVE a
STANDARD PLAN
t r� rN�.
CONNECTION
308-1
2 BELOW OPENING
p
f
�
`
w
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
C BARS
ISM Q 430 Inn#
194 O 18•)
k•
1200 mm t48•) 215 mi#t {B')
m 12t•) 140 mm t5')
325 man
1273 mm (51•} 215 men t$ lf2.1
fs00 mm {2q•} 140 mm (S' it4•}
,gyp
STS rmm 127.1 t40 mm IS 1!2'}
500 mm 021 MIN.
T5o mm c3D•) I65 tram [B•}
1500 mm C6o•} 24O mm (9 1!2.1
825 mm 133'1 ifi3 mm (6 1!4•)
1575 tint t63'1 260 mm t10•!
'400 (IM» t3£r') !fi5 term. t6 tt2')
1650 nim {6$'1 2fi0 /fr1l t10 I/4•)
975 mm (39•) 190 mm tT'}
,yd�1 v 4i
A 300 mm (121 MIN.
FOR 8 GREATER THAN .1800 mm (721 f72') SEE PROJECT PLAN
t
lS6ar,rt6•)
4.a la(I4'I
t
2.4 .rte•)
too trrsr(a�
4.0 tn(I4•I
2
a.a mtt0.1
t50 nrm(f0"}
4.a Rt(14•}
z
a.a .Itlr)
tsa .�t,r(ro•}
!.0 nIt28'1
6
I.t lnl4')
130 lata(fi•}
!.0 m(2$`1
8
!.B m[t3•)
Z00 ■mte'1
"or �WI�•t�
BARS -2 ABOVE 8
7
1.2 m14')
150004 R•)
2 BELOW OPENING
+-
?
t.4 m(8')
�.
45M O 450 mm
04 O IB')
ISM O 450 mm
(04 0 IB•)
7
'
250 arrrtro•)
,�► C BARS
!.O mt2s'1
7
3.S rrrtl2'1
i
SECTION
A -A
F�
�O
PLAN
CORNER
CONNECTION
"I
D BARS -2 ABOVE 8
2 BELOW OPENING
\-N
r300 mm
A 121 MIN.
mm (3'
)R
`\ I5M 0 45
�\ (t+4 O 18'
C BARS
PLAN
SIDE CONNECTION.
=• "- . _- AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
°"
MONOLITHIC` CATCH BASIN
STANDARD PLAN
t r� rN�.
CONNECTION
308-1
1004
p
f
�
`
»re
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
CONSTRUGT)ON SHEET 1 OF 3
NOTES
I.• REINFORCING STEEL SHALL BE 40 mm {I-1/2`) CLEAR. FROM FACE OF
CONCRETE. UNLESS OTHERWISE SHOWN. '
. 2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL 8E GtiT
AT CENTER OF OPENING AND BENT INTO WALLS OF MONOLITHIC CATCH
BASIN CONNECTION. E N
RE{ FOR IN
G G STEEL FOR OUTSIDE FACE F T
BASIN SHALL 6E GUT 50 mm t2') CLEAR OF OPENING. d CATCH
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 FORM WITH A RADIUS OF ?S mm t3").
4. CONNECTIONS SHALL BE CONSTRUCTED WHEN:
(A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN
(e) ANGLE A FOR PIPES THROUGH 750 mm {30`} IN DIAMETER
IS LESS THAN 70 REGRESS OR GREATER. THAN 110 DEGREES.
5. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS
ARE NOT EXACT EQUAL VALtlES, IF METRIC VALUES ARE USED, ALL
VALUES USED FOR CONSTRUCTION SHALL BE .METRIC VALUES,. EXCEPT
REINFORCING BARS SIZES IN ENGLISH UNITS MAY 13E SUBSTITUTED
FOR METRIC .BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES
USED FOR CONTRUGTlON SHALL BE
ENGLISH UNITS,
STRUCTURAL. DATA
B I
C
BARS
DBE
BARS
B I
C
BARS
08rE
BARS
300 mm tt2•l 1t5 tnm t4•I
p
f
�
`
1050 mm•C42') 1!O mm CT I/2•}
^ '
p
�
�
v'
o
375 rrrn (!5•) t15 mm to I!4'}
1125 mm C45•} 190 ttin (7 3!4'1
430 mm 't)8•} 115 tn,n (4 1/2') ;
1200 mm t48•) 215 mi#t {B')
m 12t•) 140 mm t5')
325 man
1273 mm (51•} 215 men t$ lf2.1
fs00 mm {2q•} 140 mm (S' it4•}
1350 mm 454') 240 mm (9"}
STS rmm 127.1 t40 mm IS 1!2'}
f425 mm (ST•) 240 nrar (9 t!4')
T5o mm c3D•) I65 tram [B•}
1500 mm C6o•} 24O mm (9 1!2.1
825 mm 133'1 ifi3 mm (6 1!4•)
1575 tint t63'1 260 mm t10•!
'400 (IM» t3£r') !fi5 term. t6 tt2')
1650 nim {6$'1 2fi0 /fr1l t10 I/4•)
975 mm (39•) 190 mm tT'}
1725 mm tfi9•} 2$0 mm (10 3!4.1
i$00 nrrr (?21. 280 mm (ll'1
FOR 8 GREATER THAN .1800 mm (721 f72') SEE PROJECT PLAN
AMERICAN FU3UC WORKS ASSOCIATION -SOUTH=-RN CALIFORNIA CWAPTER :: -: "'
_. CURB OPENING CATCH BASIN WITH-
-GRATINGS AND DEBRIS
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
sTAN1anRD PIAN
STFtUCTURAt. DATA
MONOLITHIC CATCH BASIN CONNECTION
308-1
SHEET 2 Of 2
MAX. MAX. A a3 B C Q E F G
W V t tf BARS BARS BARS BARS BARS BARS
I m 2.4 m tad mm 150 mm
t3.5') 1811 t6`I (6"1
1 m 3.5 m 200 nim 200 tern ..._. ........ -...- �. • --
C3.S1) (12'1 (8') t8'1
2 m #.$ m I50 nrrr ISO tam
2 m 3.5 ar 200 200 mm
4 m t.2 m #30 mrr 150 tam ISMO 300 nrn, ISM 4 430 mm '-•-
(14') t4•) (e•) (6') 1r4 O 12') t+4 O 1$•!
4 m 2.4 m ISO' parr 200 mm 18M O 300 mm ISkI C► 480 mm
{14') (8') (6`) t81! 1+4 a 12`) t•a a 19"1
4 m 3.5 m 200 Rom 250 mm kBIA O 130 ttun 18M p 480 mm �• i•
1101 (+4' 0611 t•4'0 I$`)
U4'! (12') (51 t1O`I
9 m 1.2 m 150 mm 150 ram. 15M 0 $00 am ..,-. �... 15M a 430 mm
(28') (4') I6'1 (61) 1+4 a 24'1�... (+A O I8'1
LS m CSa mm 200 mtn ISM 0 600 nrrr ISM a 450 mm
t311 [fi'1 t811 l+4 0 2411 (•4 O 4$')
130 mm 200 mm ISM 4 450 mm ISM a 450 mm
(61) t8.1 t+4 a 18'} (+4 q 18•)
4 nr )SMO 425 errr �• �� � :SM Q 450 nvn
t28') a4 a Irl a4 a f$•!
200 mm m O mm ISMO 430 nva
m325
4 m 2.4 m 200 ISM �• "'�' (t+, Q t$,)
(26'} (e'1 ($1) t8'} (+4 a I3`) '""
9 m 2.7 m 200 mm 230 mm ISMO 375 mm ISM O 450 mm
(281) (9') (81) 11011 (+4 a I3•} {+4 O i$•!
ISMa430
Ran3,0 m 204 nrn 2S0 mrn ISMO 300 mm --- '-"- (•sats•) ,
ao•! t$•1 tIa•! (•• a Ir) -"'-
200 250 mm ISMO 37t5 mm
STFtUCTURAt. DATA
-WALL AND SLAB DIMENSIONS AND REINFORCEMENT RECUIREMEIVTS
MAXIMUM
WALL
. . W...
ORATES
Y
t± FRONT
REAR END
FLOOR
>t.0 ratT')
I
I.t „d4')
!SO anmis•)
z.� 11QT'1
}
t.4 Tat$')
2a0 arre[8')
t.a tllt7')
(
3.0 l,r(10'i
250 enm[ro•}
4.0 m(14'1
3
f,2 mi4')
lS6ar,rt6•)
4.a la(I4'I
t
2.4 .rte•)
too trrsr(a�
4.0 tn(I4•I
2
a.a mtt0.1
t50 nrm(f0"}
4.a Rt(14•}
z
a.a .Itlr)
tsa .�t,r(ro•}
!.0 nIt28'1
6
I.t lnl4')
130 lata(fi•}
!.0 m(2$`1
8
!.B m[t3•)
Z00 ■mte'1
"or �WI�•t�
9.0 tA(2$•)
7
1.2 m14')
150004 R•)
9.0 tni2E•)
?
t.4 m(8')
200 en+•(8•}
REINsrORt:EIYE}IT
9.Q a,(28.1
7
3.0 etlt}'}
250 arrrtro•)
ItEQUiRED
!.O mt2s'1
7
3.S rrrtl2'1
2S0 ranDO'}
FOR 1N > 9 m(t8'}. Y > 3.5 m[12`) OR NO. OF GRATES SEE PROJECT PLANS
-x�:�...
SKIMMER
.AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD IAN
�ROr+r:aGATEEr9rTHE C
PU9UCWI�trK5STANDARDS MIC.:. CATCH BASIN REINFORCEMENT
GREEN96Or(COMMITTEE 309 -1
a .roes 11SE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
STFtUCTURAt. DATA
-WALL AND SLAB DIMENSIONS AND REINFORCEMENT RECUIREMEIVTS
MAXIMUM
WALL
. . W...
ORATES
Y
t± FRONT
REAR END
FLOOR
>t.0 ratT')
I
I.t „d4')
!SO anmis•)
z.� 11QT'1
}
t.4 Tat$')
2a0 arre[8')
t.a tllt7')
(
3.0 l,r(10'i
250 enm[ro•}
4.0 m(14'1
3
f,2 mi4')
lS6ar,rt6•)
4.a la(I4'I
t
2.4 .rte•)
too trrsr(a�
4.0 tn(I4•I
2
a.a mtt0.1
t50 nrm(f0"}
4.a Rt(14•}
z
a.a .Itlr)
tsa .�t,r(ro•}
!.0 nIt28'1
6
I.t lnl4')
130 lata(fi•}
!.0 m(2$`1
8
!.B m[t3•)
Z00 ■mte'1
"or �WI�•t�
9.0 tA(2$•)
7
1.2 m14')
150004 R•)
9.0 tni2E•)
?
t.4 m(8')
200 en+•(8•}
REINsrORt:EIYE}IT
9.Q a,(28.1
7
3.0 etlt}'}
250 arrrtro•)
ItEQUiRED
!.O mt2s'1
7
3.S rrrtl2'1
2S0 ranDO'}
FOR 1N > 9 m(t8'}. Y > 3.5 m[12`) OR NO. OF GRATES SEE PROJECT PLANS
.AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD IAN
�ROr+r:aGATEEr9rTHE C
PU9UCWI�trK5STANDARDS MIC.:. CATCH BASIN REINFORCEMENT
GREEN96Or(COMMITTEE 309 -1
a .roes 11SE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET t OF 2
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE. REQUIRED IMPROVEMENTS NOT Prepared Under TTR�P/T� [ZOE he Supervision Of : CITY OF FONTANA, CALIFORNIA
1� '.�'.� 1�:''�b�tN S l'�t7�s1 �. • h sd� ESS SO � rWl� ®� ��..�`
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �"
,, o ���W. WI(�l9� � . DRAWN BY:
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, � a; SC LE.
DIAL �
;No. 43176 � � R.C.E. 43179 EXP 3-31-04 TN9C STO R M D RAI N PLAN As SHOWN
TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 03-a�-o4 * DESIGNED BY: DATE:
]BEFORE � DAYS BEFORE s Q SS � 5-31-02
YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 9TF �����
TOLL FREE 1-800-227-2600 ' OF CADote CHECKED APPROVED Y:
DRAWING NO.: A
i
A PUBLIC SERVICE BY UNDERGROUND
Q O
SERVICE ALERT STANDARDS IN EFFECT. WWW 3285 �
(� CITY ENGINEER R.C.E. 51152. DATE:
SHEET t OF 2
Q O
SERVICE ALERT STANDARDS IN EFFECT. WWW 3285 �
(� CITY ENGINEER R.C.E. 51152. DATE: