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CATCH BASIN #K4
LOCAL DEPRESSION DETAIL (CASE E)
SCALE: 1 "=10'
5'
28'
5'
CATCH BASIN #K3
LOCAL DEPRESSION DETAIL (CASE E)
SCALE: 1 "=10'
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LOCAL DEPRESSION DETAIL (CASE E)
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LOCAL DEPRESSION DETAIL (CASE E)
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LOCAL DEPRESSION DETAIL (CASE E)
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CATCH BASIN #E8
LOCAL DEPRESSION DETAIL (CASE E)
SCALE: 1 "=10'
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CATCH BASIN #E12
LOCAL DEPRESSION DETAIL (CASE E)
SCALE: 1 "=10'
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CATCH BASIN #K2
LOCAL DEPRESSION DETAIL (CASE E)
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CATCH BASIN #E1
LOCAL DEPRESSION DETAIL (CASE E)
SCALE: 1 "=10'
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CATCH BASIN #E2
LOCAL DEPRESSION DETAIL (CASE E)
SCALE: 1"=10'
5'
28'
5,
CATCH BASIN #E6
LOCAL DEPRESSION DETAIL (CASE E)
SCALE: 1"=10'
28'
5'
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVEBEEN INCORPORATED INTO THE
AS
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CATCH BASIN #E5
LOCAL DEPRESSION DETAIL (CASE E)
SCALE: 1 "=10'
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INT 8
(CASE E)
POINT 8
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FLOW LINE PROFILE
CASES E, F AND G
\POINT C
(CASE F)
PsINT C
(CASE E AND G)
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AMERICAN PUBUC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
LOCAL DEPRESSIONS AT CATCH BASINS
NOTE:
STANDARD PLAN
MET
313 -1
SHEET 3 OF 4
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 H1 HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS- AT POINTS A AND . 0, 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 OFQINT-
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 (4Feet)
N - 1.5 m (5 Feet)
W0 - 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
SHEET 4 OF 4
LOCAL DEPRESSIONS AT CATCH BASINS
BENCH MARK: / 8-17
CAL TRANS BENCHMARK $-17. A
BRASS CAP IN THE CONCRETE BASE OF
THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND, a2 M/ WEST
OF SAN SEVAINE RD., 2.65 MI WEST
OF SIERRA AVE
ELEVA T/0N: ` 1428.609
BASIS OF BEAR/NGS:
THE BRC NO8959'31 "E
ALONG THE (.Y SUMMIT AVE
AS SHOWN ON TR Na
16427-1, M.B. 296/7-11.
DIAL
BEFORE
YOU DIG
T
)TWO
WORKING
DAYS BEFORE
YOU DIG
TOLL FREE 1-800-227-2600
A PUBUC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
Q REC% DWG,
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.
4/24b7 tALI t • t?
Prepared Under The Supervision Of •
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
CITY OF FONTANA, CALIFORNIA
LOCAL DEPRESSIONS DETAILS
760-A SOUTH ROCHESTER AVENUE
ONTARIO, CA 91761
PHONE (909) 937-9151
apt Date
RCE 36 37 EXP. 6- 0-0
WENDELL L. IWA TSURU
DRAWN BY:
nM / Mil
DESIGNED BY
KNOX AVENUE
DETAILS
SCALE:
AS SHOWN
DATE
MARCH 2005
CHECKED BY:
WLl
APPRO
i By/� jie
Cl ENG/NEER — R. C.E. 51152 DA
DRAWING NO.
3704
Z
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