HomeMy WebLinkAbout3520-2PROPOSED SAWCUT
IMPROVEMENTS LINE
5'
1' GRIND & REMOVE EXISTING
A.C. PAVEMENT AND OVERLAY
W/NEW A.C. & SEALCOAT
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MATTHEW C. HICKS
RCE NO. 63494 EXP. 09-30-08
DATE:
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PUBLIC WORKS STANDARDS INC..
GREENBO COMMITTEE
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\-POINT A POINT B POINT C '--POINT D
FLOW LINE PROFILE _-FLOW LINE
CASE B
25 mm (11 150 mm (6") 25 mm (1") 150 mm (6")
-IAS_
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45(1 mm
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r (2"I
I I CURB
FACE + H
SECTION A -A
E
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SECTION B -B
25 mrn 0") 1
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
` a VALLEY
STANDARD PLAN
Ewa
o.
PUBLIC WORKS STANDARDS INC..
GREENBO COMMITTEE
AT CATCH BASINS
313RIc 1
1984
19
REV, 1996
SHEET t OF 4
D D
b-
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SECTION
C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
LOCAL DEPRESSIONS
STANDARD PLAN
SHEET 4OF4
PUBLIC WORKS STANDARDS INC..
GREENBO COMMITTEE
AT CATCH BASINS
313RIc 1
1984
19
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 ELEVATIONS OF POINTS F AND G SHALL BE SET Hl 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 H2 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)
WD = 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 4OF4
LOCAL DEPRESSION DETAILS
NOT TO SCALE
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE PLANNING ■ DESIGN ■ C❑NSTRUOTI❑N
p F E S S JpN93536 CONCOURS, SUITE 220
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT o QR � ONTARIO, CALIFORNIA 91764-5592
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ���`` `'w �' 909.581.0196 m FAX 909.581.0192 www.RBF.com
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNERMF
,
w No.63494 CONSULTING
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp. 9/30/06
BRING THEM INTO CONFORMANCE WITH CONDITIONS ANDl V,� � PREPARE U s PPRV ON OF:
ol STANDARDS IN EFFECT. 'TF OF C 0 ' I Z"— DATE: -
1 RECORD DRAWING 04/08 MA HEW C. HICKS RCE NO. 63494 EXP. 09-30-06
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY:TRACT 16495-2 SCALENTS
M.E. D AIL SHEET
DESIGNED BY: JOB NUMBER
15-100634
='_
DRAWING
CHECKED BY:g�'` �` 3520
,•i R.J.B. Ir Apr)n gonln, R r F Fi11.i 9 nATP7-
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