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SECTION A -A SECTION B-8
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PROMULAMMIWYM
LOCAL DEPREaaIONa
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AT CATCH BASH
313-1
Im
An, two
SHM 1 OF 4
m mm BT W -ow -m POR Own Wme OOIIBI1NICf10M
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5'
R/W
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 H1 HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS A AND D, RESPECTIVELY.
THE ELEVATIONS OF POINTS P AND R SHALL BE SET Hs HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS B AND C. RESPECTIVELY.
THE ELEVATION OF POINT S SHALL BE SET N 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 Ps HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB,
5. DIMENSIONS:
H - NOTED ON THE PROJECT PLANS.
H1 - NOTED ON THE PROJECT PLANS.
Hi - NOTED ON THE PROJECT PLANS.
Hj- NOTED ON THE PROJECT PLANS.
G - 600 mm (2 Feet)
K - 1.5 m (5 Feet) -
L - 1.8 In (6 Feet)
M - 1.2 m (4 Feet)
N - 1.5 m (5 Feet)
WD - CINCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS
FOIL MUTIPLE CATCH BASINS.
THE THICKNESS Of THE LOCAL DEPRESSION SHALL BE 200 mm (B 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.
AM11111111CM PUNIM VVCNM ANOCIATION - GOUTHM CAt LIMA CHWUv M
STANOi m PLAN
MC
313 -1
SHEET 4 OF 4
LOCAL DEPRESSIONS AT CATCH BASINS
SIDEWALK y���r�a ^ ..� `SIDEWALK
AC PAVEMENT
6" CURB &GUTTER
6" CURB &GUTTER
TC = + 0.03'
TC = �+ 0.03'
FL - - 0.47' FL = 0.47'
-
WMAL STREET SECTION c6" Cr
BENCHMARK
SAN BERNARDINO COUNTY
B.M. OF 627, NAVD 88
ELEVATION: 1011.70 FEET
N.T.S.
TI = 5.5
A �
-----------------
ING
BEFORE DAYS BWO E
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A P1J)sL I C SERVICE By LMDERGROLIND SERVICE ALERT
KV AES D nON DATE DW I STY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
4\ REC. DWb. q.0-ce. STANDARDS IN EFFECT.
CURB
CURB
GUTTER
5'
5'
WD
6'
5'
m
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1016.23
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CURB
CURB
GUTTER
LOCAL DEPRESSION (CASE A)
N.T.S.
LOCAL DEPRESSION DATA TABLE (PONT ELEV'S)
CB CL STA
WW
m
m
V
WW
W>-
G(3) -
H
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1015.69
1016.56
1016.06
0
0
ate.
a
21.0
11+83.00 (WEST)
Q
1014.79
U
1014.66
Q
Q
1016.23
1015.73
1014.79
1014.98
N
1015.95
21.0
12+55.27 (WEST)
1017.19
1016.69
1017.32
1016.57
F- DIRECTION OF
FLOW
N
1017.16
1016.69
1016.88
1017.35
tcn
-F-
DIRECTION OF FLOW
LOCAL DEPRESSION (CASE A)
N.T.S.
LOCAL DEPRESSION DATA TABLE (PONT ELEV'S)
CB CL STA
A
B
C
D
E
F(3)
G(3) -
H
WD (ft)
TC
FL
TC
FL
TC
FL
TC
FL
FS
--FS
- FS
FS
11+83.00 (EAST)
1015.68
1015.18
1015.80
1015.05
1016.44
1015.69
1016.56
1016.06
1015.16
1015.37
1016.25
1016.31
21.0
11+83.00 (WEST)
1015.29
1014.79
1015.41
1014.66
1016.11
1015.36
1016.23
1015.73
1014.79
1014.98
1015.92
1015.95
21.0
12+55.27 (WEST)
1017.19
1016.69
1017.32
1016.57
1017.53
1016.78
1017.66
1017.16
1016.69
1016.88
1017.35
1017.38
10.0
13+10.47 (EAST)
1018.32
1017.82
1018.47
1017.72
1019.00
1018.25
1019.16
1018.66
1017.81
1018.01
1018.85
1018.92
21.0
NOTES: 1. ALL DEPRESSIONS, H=3.0 INCHES
2. LOCATIONS OF POINTS AS SHOWN ON THE DETAIL AND TABLE SHALL 3E IN ACCORDANCE
TO THE DIRECTION OF FLOW; I.E. POINT "A" WILL ALWAYS BE AT THE DOWNTREAM END OF
THE CATCH BASIN REGARDLESS OF CB ORIENTATION.
3. ELEV ® POINTS F & G ARE ASPHALT FINISH SURFACES; LIP = 0.0"
909
RECORD .DRRV3:NGS PREPARED, BY
Q MAC'OLE of ASSOCIATES, 3tNC.
RECCE! , D DRAWING
ON ITHESE RECORD DRAWINGS HAVE 9, --.EN FREPARED, IN
PART, ON THE EA513 Of INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BCEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
PIAN PREPARED BY:
CITY OF FONTANA, CALIFORNIA
� SS> VAN DB.L AND A8800ATES, M.
R. F CIVIL ENGINEERS STREET IMPROVEMENT PLAN
SURVEYORS LAND PLANNERS DRAWN BY: SCALE:
r No. 024725 17801 CARTWRIGHT ROAD NMH SOUTHR GE VILLAGE A,S SHOWN
* Exp.12/31/05 * IRVINE CA 92614 (949) 474-1400 DESIGNED BY: -�14245
/ DATE
IN DP.JW�' S 06-06-2005
OF�GPU!'� Q, CHECKED BY: ,A B DRAWING NO.: 2
�- 7
0 ALD R. GORDON R.C.E. 24725 DRG 386S DATE ENGINE R.C.E. 51152 DATE: 5
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