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CATCH BASIN (S}S)
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°RO&OMP"TE VyTHELOCAL
RIDGE'
STANDARD PLAN
VALLEY
AT CATCH BASINS
313Rc 1
19"
*
M. Im
SHEET I OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUSLJC WORKS CONSTRUCTION
o
SECTION
B—B
POINT D
V LINE
25 mm (1')
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T VALLEY
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SECTION C—C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
°RO&OMP"TE VyTHELOCAL
DEPRESSIONS
STANDARD PLAN
PUBM WORKS �ANDAMS _.
GREENBOOK CJMMTTEE
AT CATCH BASINS
313Rc 1
19"
*
M. Im
SHEET I OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUSLJC WORKS CONSTRUCTION
BASIS OF BEARINGS:
THE NORTH LINE OF THE SOUTHEAST 1/4 OF
SECTION 23 TAN R.6W S.B.M. SHOWN AS
N89059'18"W PER AMENDING TRACT MAP NO.,
13750 M.B. 250/48-66
BENCH MARK:
LEGAL DESCRIPTION:
BEING A SUBDIVISION OF A PORTION
OF THE EAST 1/2 OF THE
SOUTHEAST 1/4 OF SECTION 23,
TOWNSHIP 1 NORTH, RANGE 6
WEST OF THE SAN BERNARDINO
BASE AND MERIDIAN, IN SAID
COUNTY.
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
NAVD 88 -1508.56 (FEET)
OWNER/DEVELOPER I SOILS ENGINEER
CENTEX HOMES
2280 Wardlow Circle, Ste 150
Corona, CA 92880-2896
Ph: (909) 279-4000
Fax: (909) 273-2100
TOLL FREE —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
ALBUS-KEEFE 8 ASSOC.
1403 North Batavia Street
Orange, CA 92867
Ph: (714) 744-9760
Fax: (714) 744-9750
REV. I REVISION DESCRIPTION
RECORD DRAMNO
NOTE -
1 .
OTE: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 Hl 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 UNE.
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.
HZ — NOTED ON THE PROJECT PLANS.
H3 - NOTED ON THE PROJECT PLANS.
G = 600 mm (2 Feet)
K - 1.5 m (5 Feet)
(K = 4' WHEN THERE ARE CATCH BASINS IN SERIES)
L - 1.8 m (6 Feet)
M - 1.2 m (4 Feet)
N — 1.5 m (5 Feet)
WO — 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 CHAPTER
STANDARD PLAN
METRIC
313-1
LOCAL DEPRESSIONS AT CATCH BASINS
SHEET 4OF4
DATE I ENCR. I CITY I DATE
H. G.
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
&OO,�THUR C�
Z
�i
No. 31681 ?�
*
Exp. 12/31/04 *
CIVIC
CA1.�E
OP �
EME7 II_ll & %renm, Inc.
111317
A Civil Engineering -Planning •Surveying -Public Works
9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 DRAWREF
PREPARED UNDER THE SUPERVISION OF: DESIGNED BY:
HF1
CHECKED BY:
RLB
RECORD DRAWING
N0.31681 ,
r
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON TRACT 16325-2
STREET IMPROVEMENT PLANS
DETML SHEET
BY:
r
DATE:
IAI*AS SHOWN
DATE:
MAR 2004
DRAWING No.: 8
3424
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