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k% CA70H BASIN F-
-7
CUR 8--- POINT A—'
POINT C
POINT E-\
77r'NT F
DIRECTION OF FLOW
z
FLOW UNE PROFILE
CASE B
C
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FLOW LINE
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L
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PLAN -�--DIREGTIQN OF FLOW F2
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PLAN —DIRECTION OF FLOW
PCINC A FLOW LINE PROFILE
CASE A
W D
CURB OPENING—
k% CA70H BASIN F-
-7
CUR 8--- POINT A—'
POINT C
POINT E-\
77r'NT F
DIRECTION OF FLOW
z
FLOW UNE PROFILE
CASE B
C
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FLOW LINE
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L
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KC
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PLAN -�--DIREGTIQN OF FLOW F2
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WALL AND SLAB DIMIENSIONS AND
(41)0 R
FLOW LINE
DOWEL
1DRAWN BY.
(TYP)
CURB LINE
Exp. 6/30/051
STEPS
V
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MIN,
00 MM 73 MM
12')MAX. (31)R -1
IF
CC
0
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T910
NOTE:
EXPQSED EDGESEIE RQVNQED TO A 15 nirn (HALF INCH) RADIUS,
2� THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CUR13 FACE OF THE ADJACENT CURB,
THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CUR13 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 S7REET SURFACE,
4, IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICA7ED:
THE ELEVATIONS OF POINTS F AND G SHALL BE SET H, HIGHER THAN THE GUTTER FLOW LINE
ELEVATION$ AT POINTS A AND 0, RESPECTIVELY,
THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE
ELEVATION$ AT POINTS B AND C, RESPECTIVELY,
THE ELEVATION OF POINT IS SHALL BE SET H,2 HIGHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW LINE.
WHERE THERE IS NO GUTI-ER ADJACENT "TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT
C SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CORS,
5, WMENSIONS;
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 fnni (2 Feet)
K = 1.5 m (5 Feet)
L - 1.8 m (6 Feet)
M - 1,2 rn (4 Feet)
N - 1.5 m (5 Feet)
Wo - 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 rnm 0 INCHES).
6, DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLIS14 UNITS5 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 ONITS, ARE USED, ALL VALUES US M- FOR CONSTRUCTION SHALL BE ENGLISH
VALUES,
ME ii;11� i STAN
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LOCAL DEPRESSIONS AT CATCH BASINS 3
SHEET 4 OF 4
STANDARDPIAN
300-2
CURB OPENING CATCH BASIN 3FIEET2OF2
PREPARED FOR:
YOUNC HOMES
10370 TRADEMARK STREET
RANCHO CUCAMONGA
CA 91730
(909) 291-7600
BENCHMARK
CITY OF FONTANA BENCHMARK Na. 361.
0 MO -1-30-1
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ELEVATION: 1365.01
WALL AND SLAB DIMIENSIONS AND
REINFORCEMENT REQUIREMENTS
1DRAWN BY.
No. 43976
MAX REQUIRED IN
Exp. 6/30/051
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SHEET I OF 2
T910
NOTE:
EXPQSED EDGESEIE RQVNQED TO A 15 nirn (HALF INCH) RADIUS,
2� THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CUR13 FACE OF THE ADJACENT CURB,
THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CUR13 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 S7REET SURFACE,
4, IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICA7ED:
THE ELEVATIONS OF POINTS F AND G SHALL BE SET H, HIGHER THAN THE GUTTER FLOW LINE
ELEVATION$ AT POINTS A AND 0, RESPECTIVELY,
THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE
ELEVATION$ AT POINTS B AND C, RESPECTIVELY,
THE ELEVATION OF POINT IS SHALL BE SET H,2 HIGHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW LINE.
WHERE THERE IS NO GUTI-ER ADJACENT "TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT
C SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CORS,
5, WMENSIONS;
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 fnni (2 Feet)
K = 1.5 m (5 Feet)
L - 1.8 m (6 Feet)
M - 1,2 rn (4 Feet)
N - 1.5 m (5 Feet)
Wo - 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 rnm 0 INCHES).
6, DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLIS14 UNITS5 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 ONITS, ARE USED, ALL VALUES US M- FOR CONSTRUCTION SHALL BE ENGLISH
VALUES,
ME ii;11� i STAN
MUARV P
LAN
RIC
ti _J
LOCAL DEPRESSIONS AT CATCH BASINS 3
SHEET 4 OF 4
STANDARDPIAN
300-2
CURB OPENING CATCH BASIN 3FIEET2OF2
PREPARED FOR:
YOUNC HOMES
10370 TRADEMARK STREET
RANCHO CUCAMONGA
CA 91730
(909) 291-7600
BENCHMARK
CITY OF FONTANA BENCHMARK Na. 361.
0 MO -1-30-1
sffffmffiw x� - - -, - ---- -,
ELEVATION: 1365.01
1DRAWN BY.
No. 43976
1 AE
Exp. 6/30/051
1
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BY.
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PROPOSED MIN.MIN,
A.C. PAVEMENT
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321 '(1, 0,1f ROW, n5NA'S
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INDICATES PROPOSED A.C. PAVEMENT
INDICATES REMOVE EXISTING A.C. PAVEMENT
INDICATES GRIND EXISTING A.C. PAVEMENT
CONSTRUCTION NOTES
01— CONSTRUCT 6.5" AC PAVEMENT (MIN) OVER 12- OF 95% COMPACTED NA71VE SOIL
(SEE GENERAL NOTE 31 & 32)
07— SAWCUT & REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT LINE (1' MIN.)
GRIND EXISTING PAVEMENT FOR SMOOTH TRANS177ON AS SHOWN ON PLAN AND DETAIL HEREON
Prepared By:
, 0,41ALLARD ENGINEERING
TM
Civil Engineering Land Surveying - Land Planning
,8
ry
8253 Sierra Avenue —
Fontana, California 92335
(909) 356-1615 Fax (909) 356-1795
David S. Hammer, R.C.E. 43976 Delp_
(expires 6/30/2005)
1DRAWN BY.
No. 43976
1 AE
Exp. 6/30/051
1
C V I
BY.
FCAL\