HomeMy WebLinkAbout3802-18u
I PLATE
ISCORING
ILINE
2 EXTRA 13141#41
ON 2 SIDES OF I
EE MANHOLE FRAME
AND COVER —� I
CATCH B AS I N61
MANHOLE FR 6I
AND COVER o : I
O N
d Ain
a
STEPS ?'
4
ISM Q 304 mmf,0+4012') FACE PLATE
EACH WAY ASSEMBLY
S mm(1/4•)R MEET,
OEPRES-
\ 1 ION SURFACE
mm
PROMULGATED I Y THESTANDARD
PUBLIC WORKS STAM)ARbSDr.
_
PLAN
X3
� :2 r
LL LSLOPE
CONNECTION
t#U3R
7'r
SHEET , OF 2
w
'
75 mm
n
FLOW LINE
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`-CONNECTOR PIPE
°� P�
MERIDIAN, COUNTY OF SAN
OR MONOLITHIC
E
BERNARDINO.
CATCH BASIN
COUNTY, BEING NORTH 00'30'24' WEST.
525 mm t2t•}
CONRECTION
BENCH MARK•
215 mm {8 I/2')
600 mm (24'i
CURB LINE
C
N
in
tv
t4O mm CS I/2•}
♦ a
STEPS -
SECTION A -A
!f S mm (6 0)
1500 Hurt (6O')
tp
Lo
165 mrn (G i/4*}
1575 mrn t63'l
26p mrt� {10'}
9Q0 mm i3G')
t65 mm (6 t/2')
1630 man (6s')
t
9'�5 mm {39'}
t90 mm tT•}
100 mm
284 mm (10 '�/a')
1804 mm t?2•)
280 mm {11•}
(44 M N,
j
300 mm
75
021MAX.
(3']R
ILu I
I t 100 mm 200 mrn(6.1
1014194
7`. r-�a•
E I
DOWEL (TYP,) —'
PLAN `,,.1-�-�� DOWEL DETAIL
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED I Y THESTANDARD
PUBLIC WORKS STAM)ARbSDr.
C. UR B OPENIN .� CATCH BASIN
PLAN
GREENSDOK C006WMEE�
,
CONNECTION
(METRIC
300-2
7'r
SHEET , OF 2
#IBE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
PORTION OF THE SOUTHEAST 1/4
n
TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN
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cc=
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I
L–�OPTIONAL. SUSGRAIDE
`-CONNECTOR PIPE
44-'
MERIDIAN, COUNTY OF SAN
OR MONOLITHIC
_
BERNARDINO.
CATCH BASIN
COUNTY, BEING NORTH 00'30'24' WEST.
525 mm t2t•}
CONRECTION
BENCH MARK•
215 mm {8 I/2')
600 mm (24'i
0-0
1350 mm I54•)
240 mm {9')
675 mm {27•)
t4O mm CS I/2•}
f425 mm t57'}
240 mm i9 I!4')
SECTION A -A
!f S mm (6 0)
1500 Hurt (6O')
240 mm i9 1/2')
825 min i33')
ILu I
I t 100 mm 200 mrn(6.1
1014194
7`. r-�a•
E I
DOWEL (TYP,) —'
PLAN `,,.1-�-�� DOWEL DETAIL
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED I Y THESTANDARD
PUBLIC WORKS STAM)ARbSDr.
C. UR B OPENIN .� CATCH BASIN
PLAN
GREENSDOK C006WMEE�
,
CONNECTION
(METRIC
300-2
M. ivA
SHEET , OF 2
#IBE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
Q
C
J
/ O
�
STANDARD PLAN
300- 2
SMELi' 2 OF 2
0 o
BASIS OF BEARINGS:
N:
LEGAL DESCRIPTION:
CONNECTION
THE BASIS OF BEARING IS BASED ON THE WESTERLY
BEING A SUBDIVISION OF A
L
LINE OF THE NORTHEAST QUARTER OF SECTION 23,
PORTION OF THE SOUTHEAST 1/4
n
TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN
OF SECTION 14, TOWNSHIP 1 NORTH,
E
ON FINAL TRACT MAP NO.13750, FILED IN BOOK 250,
RANGIEE 6 WEST, SAN BERNARDINO
o
AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE
MERIDIAN, COUNTY OF SAN
t90 t11fq t7 3141)
OF THE COUNTY RECORDER OF SAN BERNARDINO
BERNARDINO.
o I
COUNTY, BEING NORTH 00'30'24' WEST.
525 mm t2t•}
`O
BENCH MARK•
215 mm {8 I/2')
%o
`" DESCRIBED BY METROPOLITAN WATER DISTRICT SO. Q
o CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
LO / 0 INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE o
Q) SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
ai FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 DIAL
E Q)FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
Z a ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE �
�o YOU DIG
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
0 o MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
-' NAVD 88 - 1508.56 (FEET)
OWNER/DEVELOPER
CENTEX HOMES
1265 CORONA POINTE COURT
CORONA, CA 92879
PH: (951) 279-3000
FAX: (951) 279-2100
SERVICE ALERT
REV.
NOTES:
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 SAMECLASSOF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE
PROVIDED WITH A WEAKENED PLANE OR A 25 mm(I') DEEP SAWCUT CONTINUOUSLY AROUND
THE EXTERNAL. PERIMETER OF THE CATCH BASIN WALLS. INCLUDING ACROSS THE FULL WIDTH
COLOR FINISH, AND SURFACE
COR NG TOOF EXISTINGNG OR POSED CONCRETE CURB AND WALK IN
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 CUTTER GRADE
EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE
T HE 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(4.51.
V u = THE DIFFERENCE 1N ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT
THE UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REOUIREMENTS
OF NOTE 3. BUT SHALL. NOT BE LESS THAN CURB FACE PLUS 300 mm(12").
VI 7 THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE INLET, NOTES? 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 60 rtm(3") PIPE EMBEDMENT, ALL AROUND, WITHIN
THE CATCH BASIN WALL. AND 75 mm(3w) 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
15 PERMITTED. MONOLITHIC -CATCH BASIL( CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT-
TING $TANDARD 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(76) BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 rnrn(2--112'). ALL OTHER STEPS SHALL PROJECT 130 mm(56).
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
308 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
635 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 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
300- 2
SMELi' 2 OF 2
CURB OPENING CATCH BASIN
SOIL ENGINEER
ALBUS-KEEFE AND ASSOC., INC.
1011 N. ARMANDO STREET
ANAHEIM, CA 92806
PH: (714) 630-1626
FAX: (714) 630-1916
REVISION DESCRIPTION
/2�co2o /p2g�ur��G
Q�o�-tssio,�
o. 41 �
OF CA��F���
DATE I ENGR. I CITY I DATE
01/0-5///
E BARS -2 ABOVE 8
2 BELOW OPENING
300 mm (12') MIN.
- 75 mm (3') MIN.
�A I'+300 mIn (120) MIN.
BARS -2 ABOVE 9.
2 BELOW OPENING --)
15M Q 450 mm ISM 4 450 rnm//
(04 0 18•) 04 Q IS,)
C BARS
\, SECTION A -A
C BARS
13M a 450 mm
(*4 0 18')
P_
CORNED CONNECTION
.,.ro..n�..�..��,
-75 mm t 3'! R ` �A
D BARS -2 ABOVE a
2 BELOW OPENING
300 mm
` (12•) MIN.
4 I
'--15M Q 450 mrn
{*4 01811
C BARS
PLAN
SIDE CONNECTION
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
ORKS�
MONOLITHIC CATCH BASIN
C
METaL�"DMaSINC.
'`-8°1 ° "T`TE
CONNECTION
308-1
REV, im
QS,E
BARS
SHEET I OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
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
Q�OfESSIONq�
Fyc
W ARIC M. TORREYSO
No. 66068
Exp.06-30-06
ATF OF
STRUCTURAL. DATA
B
t
C
BARS
OBE
BARS
8
t
C
BARS
QS,E
BARS
300 mm (t2'}
115 mm t4")
�
O,
y
o
='
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�
,�
I050 mm.(42`)
190 mm (7' 1/2')
�
�
V
�
o
�
`�'
�
'S
o
cu
375 mm (15'}
IIS mm {4 1/4')
1125 mm (�S•}
t90 t11fq t7 3141)
45Q mm iIg•)
t15 mm t4 1/2`}
1240 mm {413')
215 mm {t3')
525 mm t2t•}
140 mm t5')
l27S mm i51')
215 mm {8 I/2')
600 mm (24'i
144 mm i5 1/4•}
1350 mm I54•)
240 mm {9')
675 mm {27•)
t4O mm CS I/2•}
f425 mm t57'}
240 mm i9 I!4')
7S0 mm {SO')
!f S mm (6 0)
1500 Hurt (6O')
240 mm i9 1/2')
825 min i33')
165 mrn (G i/4*}
1575 mrn t63'l
26p mrt� {10'}
9Q0 mm i3G')
t65 mm (6 t/2')
1630 man (6s')
260 mm p0 1/4•)
9'�5 mm {39'}
t90 mm tT•}
1725 mm (6911
284 mm (10 '�/a')
1804 mm t?2•)
280 mm {11•}
FOR B GREATER THAN 1800 mm (72') SEE PROJECT PLAN
NOTES
1.- REINFORCING STEEL SHALL_ BE 40 Mm (1-1/2•) CLEAR FROM FACE OF
CONCRETE UNLESS OTHERWISE SHOWN.
2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL BE Cj
AT CENTER OF OPENING AND BENT INTO WALLS OF MONOLITHIC CATCH
BASIN CONNECTION. REINFORCING STEEL FOR OUTSIDE FACE OF CATCH
BASIN SHALL BE CUT 5�0 mm (2") CLEAR OF OPENING.
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
CURLED FORM WITH A RADIUS OF 75 mm (34).
4. CONNECTIONS SHALL BE CONSTRUCTED WHEN:
(A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN
(B) ANGLE A FOR PIPES THROUGH 750 MITI (30") IN DIAMETER
IS LESS THAN 70 DEGRESS OR GREATER THAN Ito DEGREES.
5. 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 CONTRUCTION SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
MO �O�RtC
MONOLITHIC
E I\i � I I\I CASCDRAWN BY:
937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S.
PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY:
A.T./O.S.
PREPARPY
CATCH BASIN CONNECTION
SHEET 2 OF 2
BY: ARID ORREYSON R.C.E. NO. 66068 CHECKED BY:
EXP. - 0-
DATE: C.V.A.
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON
CITY
LINE 'a' AND 'B'
STORM DRAIN IMPROVEMENTS
r��rwtv�ct�ct_
ENGINEER R.C.E. 51152 DATE:
' SCALE:
AS SHOWN
DATE:
NOVEMBER 2005
DRAWING NO.: •�
3802 25
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