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PREPARED BY QR�F E SS,ov
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FIRM: raab engineering, Inc. ,���``,�4�' �R���`�yc►
ADDRESS: 310 S. MAPLE ST., STE. 0y
N0. 29616
CORONA, CA 92880 0i
TELEPHONE: (909) 272-1072 FAX: (909) 272-0166
Exp. 3/31/03 4I
i SIGNATURE RCE6 `� TOA E �l�rF of CA1.044�\P
TOLL FREE 1-$I
A PUBLIC SERVICE BY UNDERGROUND
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`c'!' POINT f r ti+ `--POINT G a
a W DIRECTION OF FLOW PLAN —DIRECTION OF FLOW cc m
on
zv N L -.—Wp_ L N� z;0
} POINT D
I POINT A POINT B POINT C
FLOW LINE PROFILE flow UNE
CASE B
150 mm (6') 25 mm (19 150 mm (61) 25 mm (1 1
M M M,G,OR VAR.
450 mm VAR.
50 mm VAR. VAR.
I— - (2•)
CURBv RIDG
-� D E g- VALLEY VALLEY
FACE+H _ / 4..' E �•d
I •• IC7 �' P. d P � •• P ' D
iI„VD/ •O. P•' •o. ••o'er
SECTION A -A SECTION B -B SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE LOCAL DEPRESSIONS STANDARD PIAN
PU WORKS STANDARDS INC., AT CATCH BASINS 313- 1R
IC
GR
GREENBOOK COMMITTEE
IM
REV' 199e USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 4
LOCAL DEPf98SION DETAIL `D'
N K---+ i j----
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 8E 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, THEEV T10N OF TH
El A E
OUTER EDGE OF THE LOCAL DEPRESSION SHALL MELT 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 H, HIGHER THAN THE GUTTER 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 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.
H, - 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)
W0 - 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
LOCAL DEPRESSIONS AT CATCH BASINS 313-1
SHEET 4 OF 4
SHOULD CONSTRUCT)ON OF: THE REWIRED VMVEMENTS NOTCOMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER
THE crty ENGINEER MAY REOUIRE REV0OW TO THE PLANS TOBRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
GUTTER UNE
)R8 FACE
SIDEWALK
R_
CITY OF FONTANA, CALIFORNIA
STREET PLAN - TRACT 16216
QETAILS
/0 -ire -O
R.C.E. 51152 0ATE
SCALE: 1, 40,
DA TE: i -
15 JAN 2002
ORAININ6 NO.: l
3244
LOCAL OEM" DETAIL *V
N
CURB j
D &
GUTTER I
w
U
–6 \—POINT G <ti
-. —DIRECTION OF FLOWIr x
0 :3
L N�—�
_--�
`–POINT D
FLOW LINE
CURB '
!1
GUTTER]
I
`c'!' POINT f r ti+ `--POINT G a
a W DIRECTION OF FLOW PLAN —DIRECTION OF FLOW cc m
on
zv N L -.—Wp_ L N� z;0
} POINT D
I POINT A POINT B POINT C
FLOW LINE PROFILE flow UNE
CASE B
150 mm (6') 25 mm (19 150 mm (61) 25 mm (1 1
M M M,G,OR VAR.
450 mm VAR.
50 mm VAR. VAR.
I— - (2•)
CURBv RIDG
-� D E g- VALLEY VALLEY
FACE+H _ / 4..' E �•d
I •• IC7 �' P. d P � •• P ' D
iI„VD/ •O. P•' •o. ••o'er
SECTION A -A SECTION B -B SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE LOCAL DEPRESSIONS STANDARD PIAN
PU WORKS STANDARDS INC., AT CATCH BASINS 313- 1R
IC
GR
GREENBOOK COMMITTEE
IM
REV' 199e USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 4
LOCAL DEPf98SION DETAIL `D'
N K---+ i j----
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 8E 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, THEEV T10N OF TH
El A E
OUTER EDGE OF THE LOCAL DEPRESSION SHALL MELT 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 H, HIGHER THAN THE GUTTER 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 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.
H, - 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)
W0 - 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
LOCAL DEPRESSIONS AT CATCH BASINS 313-1
SHEET 4 OF 4
SHOULD CONSTRUCT)ON OF: THE REWIRED VMVEMENTS NOTCOMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER
THE crty ENGINEER MAY REOUIRE REV0OW TO THE PLANS TOBRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
GUTTER UNE
)R8 FACE
SIDEWALK
R_
CITY OF FONTANA, CALIFORNIA
STREET PLAN - TRACT 16216
QETAILS
/0 -ire -O
R.C.E. 51152 0ATE
SCALE: 1, 40,
DA TE: i -
15 JAN 2002
ORAININ6 NO.: l
3244
FLOW LINE PROFILE flow UNE
CASE B
150 mm (6') 25 mm (19 150 mm (61) 25 mm (1 1
M M M,G,OR VAR.
450 mm VAR.
50 mm VAR. VAR.
I— - (2•)
CURBv RIDG
-� D E g- VALLEY VALLEY
FACE+H _ / 4..' E �•d
I •• IC7 �' P. d P � •• P ' D
iI„VD/ •O. P•' •o. ••o'er
SECTION A -A SECTION B -B SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE LOCAL DEPRESSIONS STANDARD PIAN
PU WORKS STANDARDS INC., AT CATCH BASINS 313- 1R
IC
GR
GREENBOOK COMMITTEE
IM
REV' 199e USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 4
LOCAL DEPf98SION DETAIL `D'
N K---+ i j----
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 8E 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, THEEV T10N OF TH
El A E
OUTER EDGE OF THE LOCAL DEPRESSION SHALL MELT 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 H, HIGHER THAN THE GUTTER 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 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.
H, - 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)
W0 - 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
LOCAL DEPRESSIONS AT CATCH BASINS 313-1
SHEET 4 OF 4
SHOULD CONSTRUCT)ON OF: THE REWIRED VMVEMENTS NOTCOMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER
THE crty ENGINEER MAY REOUIRE REV0OW TO THE PLANS TOBRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
GUTTER UNE
)R8 FACE
SIDEWALK
R_
CITY OF FONTANA, CALIFORNIA
STREET PLAN - TRACT 16216
QETAILS
/0 -ire -O
R.C.E. 51152 0ATE
SCALE: 1, 40,
DA TE: i -
15 JAN 2002
ORAININ6 NO.: l
3244
LOCAL DEPf98SION DETAIL `D'
N K---+ i j----
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 8E 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, THEEV T10N OF TH
El A E
OUTER EDGE OF THE LOCAL DEPRESSION SHALL MELT 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 H, HIGHER THAN THE GUTTER 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 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.
H, - 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)
W0 - 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
LOCAL DEPRESSIONS AT CATCH BASINS 313-1
SHEET 4 OF 4
SHOULD CONSTRUCT)ON OF: THE REWIRED VMVEMENTS NOTCOMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER
THE crty ENGINEER MAY REOUIRE REV0OW TO THE PLANS TOBRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
GUTTER UNE
)R8 FACE
SIDEWALK
R_
CITY OF FONTANA, CALIFORNIA
STREET PLAN - TRACT 16216
QETAILS
/0 -ire -O
R.C.E. 51152 0ATE
SCALE: 1, 40,
DA TE: i -
15 JAN 2002
ORAININ6 NO.: l
3244