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25 mm (1*) 150 mm (6') 25 mm (L')
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AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED eYTHE
°"°`NC
is"
REV. 190
LOCAL DEPRESSIONS
AT CATCH BASINS
STANDARD IC`""
313-1
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTE:
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 8 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 IF 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 HI HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS 8 AND C, RESPECTIVELY.
THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW LINE.
WHERE THURE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT
E SHALL BE SET N3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB.
5, DIMENSIONS:
H - NOTED ON THE PROJECT PLANS.
H) - 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)
L - 1.8 m (6 Feet)
M — 1,2 m (4 Feet)
N — 1.5 m (5 Feet)
% - 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 USLD FOR CONSTRUCTION SHALL BE ENGLISH
VALUES.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAA1
313.1
LOCAL DEPRESSIONS AT. CATCH BASINS
ENGR.
SHEET 4 OF 4
LOCAL DEPRESSION DETAILS
Nn
Development Resource Consultn* Inc.
Civil Engineering - Land Surveying • Land Planning
DRCgL 8175 EAST KAISER BOULEVARD
ANAHEIM HILLS, CA 92808 (714) 685-6860
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
ENGR.
C{TY
DATE
0
AS—BUILT
4/2/06
•
,SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
011 QRpEESS/L�
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �4ITCyF'yl
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, �No. 471
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12531506
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �9� cIv\�
F
STANDARDS IN EFFECT.
Prepared Under The Supervision Of :
R.C.E. 45715
DRAWN BY:
EXP 12-31-06 AC
Date :
DEMOLITION NOTES:
R, SAWCUT AND REMOVE EXISTING CURB AND GUTTER
12] SAWCUT AND REMOVE EXISTING AC BERM
31 REMOVE EXISTING AC PAVEMENT
REMOVE EXISTING MEDIAN CURB
DESIGNED BY:
JAM
I� CHECKED BY:
f
LMG
GRAPHIC SCALE
40 0 20 40 80
(INS)
1 inch = 40 ft
,BO
[RECORD DRAWINGS
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
APP
NTALS
CT NO. 16235
!ww; 'oil r
SCALE:
AS SHOWN
DATE:
7/6/04
DRAWING NO.:
3511 T/7