HomeMy WebLinkAbout2607-5Underground Service Alert
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277-2600
TWO WORKING DAYS BEFORE YOU DIG
3° R i
I II
12" MAX.
STEPS �M F'OPTIO#dAL SUWRADE s -
,, "CONNECTOR PIPE
OR MONOLITHIC
CATCH 1ASIN
"� " R OPTIONAL ROUGHENED CONNECTION
I' )
-A
m I
SECTION A
DOWEL CONST. JOINT iTY
(Typ}.r.s� � I � .�
m
I
STANDARD PLAN
ASSEMO TE
CURB OPENING CA !
WALL AND SLAB DIMENSIONS
1%4
S -IT I 116 n
AND
REINFORCEMENT REQUIREMENTS
siw 1 a 2
USE WITH STANDARD SF£CIFICATKM FOA KOX WORKS CONMCTfOH
'
i
14'
MAXMAX
t tF REQUIRED iN
w
VwA'Tu
eOTTOM
CURS FACE N
3i'
`T
WALL
WALI
i4 12'
I
6 g
w
r
4°R
FLOW GINE
EACH WAY
R
STREET BUTTER
OR LOC& OE1R0 SOd
I SURFACEFACE
4 8 24"
PLATE
a 8 4 €
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T`
_+
a
a s N
1
I
r®ClR14S
LINEj
4 �"
It ai -3'R
2 EXTRA*4
ON 2 SIDES OF
I
I
4 @ IIIA !8
CURB LINE
t l' R
a
1 -3-23LOPE
w
i MANHOLE FRAME
AND COVER
I
0I9' lysf(Ql8"
DOMIEL ITYP)
I° CLEAR
1 a
--,_
f i
/a"
I
28'
E `
L
I CATCH BASIN
i
I
I
I
STEPS, ca
.-
IO T `' '
Zi tF
MANHOLE FRAME
AND COVER
12'
IO"
$3)'
iia
W32E
3° R i
I II
12" MAX.
STEPS �M F'OPTIO#dAL SUWRADE s -
,, "CONNECTOR PIPE
OR MONOLITHIC
CATCH 1ASIN
"� " R OPTIONAL ROUGHENED CONNECTION
I' )
-A
m I
SECTION A
DOWEL CONST. JOINT iTY
(Typ}.r.s� � I � .�
3.,
9O• °
DOWEL DETAIL
S eE lW0,01AICA T'ronr
061-0,1.17-0 SrO. 0017-0
AMERICAN PUBLIC 'WORKS ASSOCIATION -- SOUTHERN CALIFORNIA CHAPTER
t
STRUCTURAL DATA
STANDARD PLAN
MOMMOATIED BY THEA AOC
JOINT COMRATYCOMMITTEE
CURB OPENING CA !
WALL AND SLAB DIMENSIONS
1%4
S -IT I 116 n
AND
REINFORCEMENT REQUIREMENTS
siw 1 a 2
USE WITH STANDARD SF£CIFICATKM FOA KOX WORKS CONMCTfOH
REINFORCEMENT
14'
MAXMAX
t tF REQUIRED iN
w
VwA'Tu
eOTTOM
END
3i'
S" --- -
WALL
WALI
411
I
6 g
.3
12
a a
R
4 8 24"
i'j
a 8 4 €
�
T`
12'
a s N
U
14
4
6 b ;a F
I
8 4 1 131".�_
}a 113'
4 @ IIIA !8
29,
!4
12'
3 IO" i+ C
p
0I9' lysf(Ql8"
28,
s E a
a"
all; 40 13"
/a"
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28'
E `
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1 A
4 13!" X61$
D
.-
IO T `' '
8'
cv
12'
IO"
$3)'
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W32E
Yti2 OR a? 4 $99 PROJECT PLANS
4 e IB" -`4 0 IS"
3.,
9O• °
DOWEL DETAIL
S eE lW0,01AICA T'ronr
061-0,1.17-0 SrO. 0017-0
AMERICAN PUBLIC 'WORKS ASSOCIATION -- SOUTHERN CALIFORNIA CHAPTER
t
t
_ 2" CL. E MARS
STANDARD PLAN
MOMMOATIED BY THEA AOC
JOINT COMRATYCOMMITTEE
CURB OPENING CA !
1
1%4
S -IT I 116 n
F BARS �{
Al AR$ ) a
REV I"?
1
siw 1 a 2
USE WITH STANDARD SF£CIFICATKM FOA KOX WORKS CONMCTfOH
L� s
I, 53390
8b3U fr
BASIS OF BEARINGS
DUE EAST ON CEN ZEFZ /NE
OF JUF'UPA AVE
I f TD I f
I iAA C I 11\Vi 0 0 13 3 3 2
S1ERR� AVEI�T LIQ'
1. 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 OR A 1 -INCH 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 aN 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 1:12 MINIMUM AND 1:3 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 = 3 FEET 2 INCHES
V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE
CATCH BASIN AT THE OUTLET - 4.5 FEET.
V,j = 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 12 INCHES.
V, = 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 CENTERLINIE 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 SPECIFIED,
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 3 -INCH PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND
3 -INCH 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 DEGREE'S,
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 AVOID CUTTING 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 12 INCHES APART. THE TOP STEP SHALL BE 7 INCHES BELOW THE TOP TO THE MANHOLE
AND PROJECT 2-1/2 INCHES. ALL OTHER STEPS SHALL PROJECT 5 INCHES.
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 7 FEET ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
309 MONOLITHIC CATCH BASIN CONNECTION
308 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
AMERICAN PUBLIC _WORKS ASSOCIATION — SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
CURB OPENING AT i -i
SHEEP 2 OF 2
rofO
L I
Ai
/. C/TY OF FONTA'NA BENCH MARIE"
NO. 619 51,-9— RA AVE. AT ti1AIN z91'?1/E
JUfr'UPA PAfr1-r TOP F.H.
ELEV. = / 102. /8'
FACE PLATE ASSEMBLY
+
I
2 C
X
TOP SLAB REINFORCEMENT
(SEE CATCH BASIN STANDARD PLAN)
O BARER
ne
IF
L/3(MIN.) BOTTOM SLAB
TYPICAL REINFORCEMENT D „TAILS
!WAX MV .
V
t
t
_ 2" CL. E MARS
! �
P
-C BARS
dc
D BARS 2 CL.
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S -IT I 116 n
F BARS �{
Al AR$ ) a
o BAR$
TOP SLAB REINFORCEMENT
(SEE CATCH BASIN STANDARD PLAN)
O BARER
ne
IF
L/3(MIN.) BOTTOM SLAB
TYPICAL REINFORCEMENT D „TAILS
!WAX MV .
V
t
AaB
tF BARS
077
C D
BARS BARS BARS
F 0
BARS BARS
7
ai
all
3s
S -IT I 116 n
# l� ,¢ /B w &'ff3'r
USE W;Ch STANDARD SPECIFICATIONS FOR Pm4LiC wOAAS CONSTRUCTION - —&4&ET 1 OF i
14'
4'
d"
E" ----
#46>120 04 C? 18" 16,E
(4'
8'
3i'
S" --- -
4 4P 12"
to,
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4 8 24"
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2B,
3,
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4 @ IIIA !8
29,
7'
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18"W4
0I9' lysf(Ql8"
28,
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all; 40 13"
/a"
74 9 1St°` ,40le
28'
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4"
10" -44 Im 13"
1 A
4 13!" X61$
10'
8'
10 744 @ 12 '
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$3)'
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31" 10" S e 15
'04 10"
4 e IB" -`4 0 IS"
81, 10° s aft 13
FCR W) 281, V > 12'
4 9" 74 4 le 4 4 119
OR B> 4' SEE PROJECT PLANS
FOR V)I2' $EE PROJECT PLANS
S BARB
3., Cu '`3s BARS
�ATIN� CATCHASIlN PEINI=OICEi�tENi' TYPICAL IElNFOICE�AIEMT �ETAIIR
MOTE: UNLESS OTHERWISE SPECIFIED REINFORCEMENT FOR CURS OPtNIN4 AND ORATIRS
CATCH BASIN$ SHALL TERMINATE 2 INCHES FROM FACE Of C COMTE.
REV. I DATE I DESCRIPTION I ENG. I DATE I APPR.I DATE
CITY OF FONTANA, CALIFORNIA
TRACT No. 13332
D£S/GN£O BY SCALE
�F COVER SHEET NA
Of,'A{YN BY.• DATE.
s� STREET IMPROVEMENT PLANS IwAFI'c1-1 1998
C/I£CK£D BY.• APPPOI/ED.' i �, z DIYG. No. 5
C— FM C/TY £NOINEER fad C. £. 25126! DATE 2607 5
File name: E:\CAD\DRAWING\FIESTA\SOUTHPK\STR4.DWG
STANCAPA PLAN
LO COOPERATIVE' E APW11 AGC
TH
CATCH
{
USE W;Ch STANDARD SPECIFICATIONS FOR Pm4LiC wOAAS CONSTRUCTION - —&4&ET 1 OF i
REV. I DATE I DESCRIPTION I ENG. I DATE I APPR.I DATE
CITY OF FONTANA, CALIFORNIA
TRACT No. 13332
D£S/GN£O BY SCALE
�F COVER SHEET NA
Of,'A{YN BY.• DATE.
s� STREET IMPROVEMENT PLANS IwAFI'c1-1 1998
C/I£CK£D BY.• APPPOI/ED.' i �, z DIYG. No. 5
C— FM C/TY £NOINEER fad C. £. 25126! DATE 2607 5
File name: E:\CAD\DRAWING\FIESTA\SOUTHPK\STR4.DWG