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CASE B
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SECTION A -A SECTION B -B SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
CURB 4
LOCAL DEPRESSIONS
STANDARD PLAN
PUBLIC WORKS STANDARDS INC..
GREENS° 19 COMMITTEE
1984
AT CATCH BASINS
METRIC
313-1
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USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
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POINT D
FLOW LINE
PLAN - `'
¢ LL DIRECTION OF FLOW -DIRECTION OIFIFLOW
z M N- - -� L WD L N
POINT D
P�APOINT B POINT C
FLOW LINE PROFILE FLow LINE
CASE B
25 mm (1") 150 mm (6") 25 mm (1") 150 mm (6")
M - M M,G,OR
450 mm VAR.
50 mm VAR. 1 VAR.
CURB n RIDGE
VALLEY
U) •--• a. 4 •a us
CUR8 y
GUTTER J
W
U
J U-
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j FACE + H 1 .� D s o' VALLEY
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SECTION A -A SECTION B -B SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED AT6U erTHrRDS
LOCAL DEPRESSIONS
STANDARD PLAN
PUBLIC WORKS STANDARDS INC..
GREENS° 19 COMMITTEE
1984
AT CATCH BASINS
METRIC
313-1
REV. 1996
SHEET t 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 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
NDICATED:
THE ELEVATIONS OF POINTS F AND G SHALL BE SET HI HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS A AND D, RESPECTIVELY.
THE ELEVATIONS OF POINTS P AND R SHALL BE SET HZ HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS B AND C, RESPECTIVELY.
THE ELEVATION OF POINT S SHALL BE SET 1-6 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)
Wp = 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 4 OF 4
LOCAL DEPRESSION DETAILS
NOT TO SCALE
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No. 63494 DATE: s�►_
UNDERWOOD DRIVE DER OOD DRI UNDERWOOD DRIVEN®• 13' ®A\/ID E V A N S Exp. Sept. 30, Zoos (SEE SHT 4 FOR PLAN) E SHT 4 FOR PLAN) (SEE SHT 4 FOR PLAN) '1f&/.,07 CSL CT3 1)-Z
UNDERWOOD i�IQIVE '� 3oa = AND ASS OCIATE- 5 INC. MA THEW C. HICKS
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OCTA I L A Phone: 404.481.3750 J
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