HomeMy WebLinkAbout3944-6K W� - L
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FLOW LINE PROFILE
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AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
ORWuLa4r#Y rwrlit, LOCAL DEPRESSIONS STANDARD PLAN
FluM IC WORKIII onEeksookeomoir
9TAms
i4.. 1101 AT CATCH BASINS 313-ME'rRI1
1
�Ev tea.. USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUGTItON St+EET , OF 4
I ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mrr (HALF INCH) RADIUS,
2 THE CURB FACE AT POINTS A AND D SHALL BE THE 14ORMAL CURB FACE OF THE ADJACENT CURB_
THE CURB FACE AT POINTS H AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB
PLUS FI ;SEE APPLICABLE CATCH BASIN STANDARD PAN).
3 IN EXISTING S-REETS WHERE NO PAVEMENT REMCDELING IS INDICATED, THF ELEVATION OF THE
CUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED S-REET SURFACE
4. IN NEW STREETS, OR IN FX:STING STREETS WHERE PAVEMENT REMODE-ING IS INDICATED,
THE ELEVATIONS OF POINTS F AND G SHALL BE SET H, HIGHER 7HAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS A AND D, RESPECTIVELY.
THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN 'HE GUTTER FLOW LINE
ELEVATIONS AT POINTS B AND C, RESPECTIVELY,
TI -E ELEVATION OF POINT S SHALL BE SET 142 HIGHER THAN THE E_E'4ATION AT THE NEARES-
GUTTER FLOW LINE.
WHERE THURE IS NO CUTER ADJACEN` TO THE LOCAL DEPR=SSIOf%. 'HE ELCVATION CF F&IN7
E SHAD_ BE SET H3 HIGHER THAM THS ELEVATION Al THE NEAREST TOE OF CURB.
S. DIMENSIONS
H - hO-ED ON THE PROJECT PLANS.
Hl - NOTED ON THE PROJECT PLANS.
Hz - NOTED ON THE PROJECT PLANS.
H3 = NOTED ON THE PROJECT PLANS.
G - 600 mon [2 Fest;
K - 1.5 m (5 Feet)
L - 1.8 m (6 Feet)
a - 1.2 m (4 Foot)
N a 1.5 en (5 Feet)
WE, - CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BE'WEF.N EXTREME ENG WALLS
FOR MUTIPLE CA -CH BASINS.
TME THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm 48 9NCHES)
5. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL
VALJES. IF METRIC UNITS ARE USED, ALL VA .UES USt:C FJR CONSTRUC-ION SMALL BE METRIC
VALJES, EXCEPT REINFORCING BAR SIZES 14 ENGLISH UNITS MAYBE 5JOSTITUTED FOR METRIC
BAR SIZES. IF ENGLISH LNITS ARE USES, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH
VALUES.
AMERICAN PUBLIC SKS ASSOCIATION - SOUTHERN CALIFORMA CHAPTER
STARDURD PLAN
METRIC
313-1
LOCAL DEPRESSIONS AT CATCH BASINS
SHEET 4 OF 4
u�
x 3g No. 36637 IS”S"
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RECORD DRAWING
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RES =`L dY ERRORS OR WHICH
HAVE BEEN INOORPORATED INTO THE DOCUMENTS AS
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