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INSTALL 5.24 L.F. 18" 1
1350-D LOAD
QBMP = 0.09 CFS
VMA = 3.6 FPS
Line Table
Line #
Direction
Length
L1
N45° 19'27.26"W
16.38
L2
N00o 19'27.26"W
14.00
L3
N00° 19'27.26"W
6.66
15
Curve Table
Curve #
Delta
Radius
Length
Tangent
C1
045° 00'00"
22.50
17.67
9.32
C2
090° 00'00"
22.50
35.34
22.50
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2000-D LOAD
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REVISION DESCRIPTION
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SCALE:
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DATE I ENGR. I CITY I DATE
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INSTALL 118.92 L.F. 24" R.C.Po
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CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01'10'30" W WAS USED AS THE BASIS
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STORM DRAIN LINE A
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INSTALL 10.41 L.F. 18" R.C.P.
1750-D LOAD
QBMP =1.57 CFS_
VMAx = 3.3 FPS
10
WATER QUALITY CONSTRUCTION NOTES
O INSTALL JENSEN PRECAST 24"X24" DRAIN INLET PER DETAIL SHEET 6
O INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE)
O INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE)
O CONSTRUCT STORM DRAIN MANHOLE PER CITY OF FONTANA STD PLAN NO. 3013
O CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD PLAN NO 3010
10 INSTALL FLOGARD CATCH BASIN FILTER PER DETAIL SHEET 6
PROFILE
HORIZ 1"= 40' -
VERT 1"= 4'
f -t==2
PLAN 1"= 40'
SCALE IN FEET
80 120
160 1
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LINE "W013"
SAN BERNARDINO COUNTY BENCHMARK
# 6-7. THE CENTERLINE OF CITRUS AVENUE AS
°
a
DATE PALM WAY
79
STORM DRAIN LINE A
W
W
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INSTALL 10.41 L.F. 18" R.C.P.
1750-D LOAD
QBMP =1.57 CFS_
VMAx = 3.3 FPS
10
WATER QUALITY CONSTRUCTION NOTES
O INSTALL JENSEN PRECAST 24"X24" DRAIN INLET PER DETAIL SHEET 6
O INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE)
O INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE)
O CONSTRUCT STORM DRAIN MANHOLE PER CITY OF FONTANA STD PLAN NO. 3013
O CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD PLAN NO 3010
10 INSTALL FLOGARD CATCH BASIN FILTER PER DETAIL SHEET 6
PROFILE
HORIZ 1"= 40' -
VERT 1"= 4'
f -t==2
PLAN 1"= 40'
SCALE IN FEET
80 120
160 1
- - S
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11
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BENCH MARK: # B-7
BASIS OF BEARINGS:
LINE "W013"
SAN BERNARDINO COUNTY BENCHMARK
# 6-7. THE CENTERLINE OF CITRUS AVENUE AS
A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN
DATE PALM WAY
CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01'10'30" W WAS USED AS THE BASIS
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1739.006'
OF BEARINGS FOR THIS MAP.
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ELEVATION:
17-000005
PREPARED UNDER THE SUPERVISION OF:
CITY OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO
QFtOFESS/n
(((mADOLE
WATER QUALITY MANAGEMENT PLAN
YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT
=O SG
w 3 C
9302 PITTSBURGH AVE., SURE 230
DRAWN BY:
TRACT 19960
SCALE:
No. 36637 rmi
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RANCHO CUCAMONGA, CA. 91730
TS/DM
AS SHOWN
MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO
Exp: 06-30-18 *
PHONE 909.481.6322
E gineering Communities for Life FAX: 909.481.6320
LINE "WQAA
DESIGNED BY:
DATE:
Ts
JAN. 2017
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
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TFCFCAL\F��
�, DA
CHECKED BY:
APPROVED
DRAWING NO.
3
WLI
6/8/17
5606
WENDEL L.IWATSURU EXP. 301
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ENGINEER R.C.E.
CITY 51152 DATE
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J:\126-2659\WQMP\TRACT 19960\19960_WQMP-03.dwg, 4/25/2017 4:50:35 PM, DWG To PDF.pc3