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Q RECORD DOCUMENT
These Record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shall
not be responsible for any errors or omissions
W6.h may be incorporated herein as a result
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I. ALL EXPOSED EVGES SHALL BE ROUNDED TO Ai 15 mm (HALF' INCH) RADIUS.
2, THE CURS FACE AT POINTS A ANIS C SHALL BE THE. NORMAL CURB FACE.- OF THE ,ADJACENT CI.IRR.
THE CURB FACE AT POINTS B AND C SHAM. BE; THE NORMAL CURB FACE OF THE ,ADJACENT CURB
PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN).
3. IN EXISTING STPEETS 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 PAVE IIIENT REMODELING IS INDICATED,
THE ELEVATIONS OF POINTS FAND 6 SHALE. BE SET H HIGHER THAN THE GLITTER 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 LINT
ELEVATIONS AT POINTS B AND C, RESPECTIVELY.
THE ELEVATION OF POINT S SHALL BE SET H. HIGHER THAN THE ELEVATION AT 7HE NEAREST
GUTTER FLOW LINE.
WHERE THERE IS NO G€ TIER AWACENT TO THE -LOCAL DEPRESSION, THE ELEVATION OF POINT
E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TUE OF CURB,
v. E�I�.sEI•`aslc�N�.
H NOTED ON THE PROJECT PLANS,
H1 = NOTED ON THE PROJECT PLANS.
H;l - NOTED ON THE PROJECT PLAINS.
H3 - NOTED ON THE PROJECT PLANS.
G - 600 mm Q Feet)
I.,S Ira 0 Feet)
L 1.8 gra (E Feed
M I.2 r" l,4 Feet;
ISI 1,5 M (5 Feet)
CATCH BASIN W FOR ONE CATCH BASIL. OR DISTANCE. BETWEEN EXTREME END WALLS
FOR MUTIPLE CATCH BASINS.
THE THICX.NESS OF THE LOCAL DEPRESSION SHALL RE 200 rnrn (8 INCISES).
6. `AMENSIONS SHOWN ON THIS PLAIN 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 NIA CH APT
sTANOARD PLAN
METRIC
313-1
U
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SHEET 4 OF 4.
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I. ALL EXPOSED EVGES SHALL BE ROUNDED TO Ai 15 mm (HALF' INCH) RADIUS.
2, THE CURS FACE AT POINTS A ANIS C SHALL BE THE. NORMAL CURB FACE.- OF THE ,ADJACENT CI.IRR.
THE CURB FACE AT POINTS B AND C SHAM. BE; THE NORMAL CURB FACE OF THE ,ADJACENT CURB
PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN).
3. IN EXISTING STPEETS 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 PAVE IIIENT REMODELING IS INDICATED,
THE ELEVATIONS OF POINTS FAND 6 SHALE. BE SET H HIGHER THAN THE GLITTER 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 LINT
ELEVATIONS AT POINTS B AND C, RESPECTIVELY.
THE ELEVATION OF POINT S SHALL BE SET H. HIGHER THAN THE ELEVATION AT 7HE NEAREST
GUTTER FLOW LINE.
WHERE THERE IS NO G€ TIER AWACENT TO THE -LOCAL DEPRESSION, THE ELEVATION OF POINT
E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TUE OF CURB,
v. E�I�.sEI•`aslc�N�.
H NOTED ON THE PROJECT PLANS,
H1 = NOTED ON THE PROJECT PLANS.
H;l - NOTED ON THE PROJECT PLAINS.
H3 - NOTED ON THE PROJECT PLANS.
G - 600 mm Q Feet)
I.,S Ira 0 Feet)
L 1.8 gra (E Feed
M I.2 r" l,4 Feet;
ISI 1,5 M (5 Feet)
CATCH BASIN W FOR ONE CATCH BASIL. OR DISTANCE. BETWEEN EXTREME END WALLS
FOR MUTIPLE CATCH BASINS.
THE THICX.NESS OF THE LOCAL DEPRESSION SHALL RE 200 rnrn (8 INCISES).
6. `AMENSIONS SHOWN ON THIS PLAIN 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 NIA CH APT
sTANOARD PLAN
METRIC
313-1
LOCAL AL DEP ESSIONS AT CATCH BASINS
SHEET 4 OF 4.
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