HomeMy WebLinkAbout3429-7`iprcet'K'
NOTE: 1-x-00 2+00
1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS.
2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB.
THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB
PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN).
3. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE
OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE.
4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED:
THE ELEVATIONS OF POINTS F AND G SHALL BE SET H, HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS A AND D, RESPECTIVELY.
THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS B AND C, RESPECTIVELY.
THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW LINE.
WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT
E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB.
5. DIMENSIONS:
H - NOTED ON THE PROJECT PLANS.
H1 - NOTED ON THE PROJECT PLANS.
H2 - NOTED ON THE PROJECT PLANS.
H3 - NOTED ON THE PROJECT PLANS.
G - 600 mm (2 Feet)
K - 1.5 m (5 Feet)
L - 1.8 m (6 Feet)
M - 1.2 m (4 Feet)
N - 1.5 m (5 Feet)
WD - CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS
FOR MUTIPLE CATCH BASINS.
THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES).
6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL
VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC
VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC
BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH
VALUES.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTERZF]
PL
METRIC
4 O
LOCAL DEPRESSIONS AT CATCH BASINS
*SEE SHEET 8 OF 9 FOR SHEET 1 OF 2
BASIS OF BEARINGS: LEGAL DESCRIPTION: OWNER/DEVELOPER
THE NORTH LINE OF THE SOUTHEAST 1/4 OF BEING A SUBDIVISION OF A PORTION
SECTION 23 TAN R.6W S.B.M. SHOWN AS OF THE EAST 1/2 OF THE CENTEX HOMES
N89°59'18"W PER AMENDING TRACT MAP SOUTHEAST 1/4 OF SECTION 23, 2280 Wardlow Circle, Ste 150
NOJ3750 M.B. 250/48-66 TOWNSHIP 1 NORTH, RANGE 6 Corona, CA 92880-2896
WEST OF THE SAN BERNARDINO Ph 909 279 000
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NOTES:
I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED
SIDEWALK CR 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 25 M(1101 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 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 = 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.
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(31 PIPE EMBEDMENT. ALL AROUND. WITHIN
THE CATCH BASIN WALL. AND 75 mm(3•) 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 AVOID 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(2-1/21. ALL OTHER STEPS SHALL PROJECT 130 mm(5').
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
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 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
OF
CURB OPENING CATCH BASIN
I
ACE PLATE
sHEET z z
REVISION DESCRIPTION
R9WSLID DRAW1NGr
2+00
1+00 1+00
ISMO 300 m■d ) •4p2'
IN
BASE AND MERIDIAN, IN SAID
( )
Fax: (909) 273-2100
ACE PLATE
FRONT
COUNTY.
308 - 1
ENO
BENCH MARK:
TREET. GUTTER.
-R LOCAL
REV.
-I
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
O
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
RES3
ON SURFACE
WALL
WALL
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
WALL
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
0
�\
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
DIAL
2.4 ode') ISO ■nd6') 130 mn16')
1575 mm (631 260 mm (101
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
TWO WORKING
BEFORE
100 mm
l4•)R
N
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
DAYS BEFORE
YOU DIG YOU DIG
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
\
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
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
TOLL FREE 1-800-227-2600
TRM
NAVD 88 - 1508.56 (FEET)
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
n
REVISION DESCRIPTION
R9WSLID DRAW1NGr
2+00
1+00 1+00
ISMO 300 m■d ) •4p2'
IN
PROMU1C'"TEO 9Y THE
MONOLITHIC CATCH BASIN
ACE PLATE
FRONT
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308 - 1
ENO
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TREET. GUTTER.
-R LOCAL
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M
375 mm (151) IIS mm (4 1/4.1
1125 mm (451) 190 mm (7 3/41
RES3
ON SURFACE
WALL
WALL
1BOTTOMI
SLAB
WALL
1350 mm (54•) 240 mm (9•)
675 mm (27•) 140 mm (5 1/2')
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730 mm (30•) 165 mm (6-)
1.0 W3.51
2.4 ode') ISO ■nd6') 130 mn16')
1575 mm (631 260 mm (101
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100 mm
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FOR B GREATER THAN 1800 mm (72•) SEE PROJECT PLAN
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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
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STRUCTURAL DATA
WALL AND SLAB DIMENSIONS AND
REINFORCEMENT REQUIREMENTS
REINFORCEMENT
MAX
MAX
t t
REQUIRED
2+00
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2 BELOW OPENING
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'1 4•r A 300 mm (121) MIN. ;� 0 t
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\\ 15M O 450 mm ISM O 450 mm
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D BARS -2 ABOVE IN
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mm / 300 mm
MIN. /\A(I2•) MIN.
mm (31 R_ ,
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PR0MULGATrb BY THE STANDARD PLAN
I'v&Z WOR" STANDARDS a,G_ CURB OPENING CATCH BASIN METRIC
C�EHn 300-2
EV 19■e USE WITH STANDARC SPECIFICATIONS FOR PUBLIC WORKS CONSTRU'CTION SHEET t OF 2
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMU1C'"TEO 9Y THE
MONOLITHIC CATCH BASIN
STANDARD PLAN
METRIC
FRONT
REAR
308 - 1
ENO
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375 mm (151) IIS mm (4 1/4.1
1125 mm (451) 190 mm (7 3/41
450 mm 08.1 115 mm (4 1/2')
WALL
WALL
1BOTTOMI
SLAB
WALL
1350 mm (54•) 240 mm (9•)
675 mm (27•) 140 mm (5 1/2')
�\
730 mm (30•) 165 mm (6-)
1.0 W3.51
2.4 ode') ISO ■nd6') 130 mn16')
1575 mm (631 260 mm (101
1.0 m(3.5')
3.5 m(12•) 200 mm(e•) 200 mnda•)
975 mm (391 190 mm (71)
1725 mm (69•) 280 mm (10 3/4•)
moo mm (72.1 280 mm (111)
FOR B GREATER THAN 1800 mm (72•) SEE PROJECT PLAN
\
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
�It
`� m
�= No. 31681 z�
``' ` "'
Exp. 12/31/04
* *
9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090
PREPARED UNDER THE SUPERVISION OF:
TRM
MINIMUM
SCS` NTS
\\ ISM O 450 mm
\\ 04 O 18')
2.0 m(r)
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DATE:
APRIL 2004
R'
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#40121'O.C.
/ C BARS
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m(14'1
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STANDARDS IN EFFECT.
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CHECKED BY:
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SEE PROJECT PLANS
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PR0MULGATrb BY THE STANDARD PLAN
I'v&Z WOR" STANDARDS a,G_ CURB OPENING CATCH BASIN METRIC
C�EHn 300-2
EV 19■e USE WITH STANDARC SPECIFICATIONS FOR PUBLIC WORKS CONSTRU'CTION SHEET t OF 2
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMU1C'"TEO 9Y THE
MONOLITHIC CATCH BASIN
STANDARD PLAN
METRIC
PUSUC GREENSOCK
CONNECTION
308 - 1
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STRUCTURAL DATA
B t
C
BARS
08EB
BARS
(
C
BARS
DSE
BARS
300 Ran (12•) 115 mm (41
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1050 mm (421 190 mm IT 1/2')
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375 mm (151) IIS mm (4 1/4.1
1125 mm (451) 190 mm (7 3/41
450 mm 08.1 115 mm (4 1/2')
1200 mm (48•) 215 mm (8•)
525 mm (219 140 mm (S•)
1275 mm (511 215 mm (8 1/2•)
600 mm (24•) 140 mm (S 1/4•)
1350 mm (54•) 240 mm (9•)
675 mm (27•) 140 mm (5 1/2')
1425 mm (57•) 240 mm (9 1/4')
730 mm (30•) 165 mm (6-)
1500 mm (60•) 240 mm (9 1/2•)
825 mm (331 165 mm (6 1/4.1
1575 mm (631 260 mm (101
900 mm (369 165 mm (6 1/2.1
1650 mm (661) 260 mm 110 1/41
975 mm (391 190 mm (71)
1725 mm (69•) 280 mm (10 3/4•)
moo mm (72.1 280 mm (111)
FOR B GREATER THAN 1800 mm (72•) SEE PROJECT PLAN
NOTES
1. REINFORCING STEEL SHALL BE 40 mm (1-1/21 CLEAR FROM FACE OF
CONCRETE UNLESS OTHERWISE SHOWN.
2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL BE CUT
AT CENTER OF OPENING AND BENT INTO WALLS OF MONOLITHIC CATCH
BASIN CONNECTION. REINFORCING STEEL FOR OUTSIDE FACE OF CATCH
BASIN SHALL BE CUT 50 mm (21 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
CURVED FORM WITH A RADIUS OF 75 mm (3').
4. CONNECTIONS SHALL BE CONSTRUCTED WHEN:
(A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN
(B) ANGLE A FOR PIPES THROUGH 750 mm (30') IN DIAMETER
IS LESS THAN 70 DEGRESS OR GREATER THAN 110 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
STANOARD PLAN
METRIC
MONOLITHIC CATCH BASIN CONNECTION
308-1
04 N
SHEET 2OF2
0 E
a
�LO
Ln v
04 N
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SEAL-ENGINEER❑C
QRSESS /
rRtHUR C9't' Fy
HLa��
& Fbrenm, Inc.
I Civil Engineering •Planning •Surveying •Public Works
CITY OF FONTANA, CALIFORNIA
1
0-
COYOTE CANYON
DRAWN BY:
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
�It
`� m
�= No. 31681 z�
``' ` "'
Exp. 12/31/04
* *
9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090
PREPARED UNDER THE SUPERVISION OF:
TRM
STORM DRAIN IMPROVEMENT PLANS
DETAILS 81 LAT PROF S "H-11", "H-12", "H -13","H-14" & "H-16"
T 16326 3 -1, 16325-2, & 14274-1
SCS` NTS
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DEIGNED BY:
TRM
DATE:
APRIL 2004
STANDARDS IN EFFECT.
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APP VED BY
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