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Line #
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Length
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8.49
L2
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12.66
L3
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Line #
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Length
L1
CID
8.49
L2
N00° 19'30"W
12.66
L3
N00° 19'30"W
10.00
L4
06
47
mw
mm
OF BEARINGS FOR THIS MAP.
M
mw
ELEVATION: 1739.006'
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CITY
NO
0
10 1
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0
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11 10
WATER QUALITY CONSTRUCTION NOTES in
0� -
1O INSTALL JENSEN PRECAST 24"X24" DRAIN INLET PER DETAIL SHEET 6
R
O2 INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE) W W
Z 2ca
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(D INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE) J
O4 INSTALL CONTECH CDS5653-10-C CLARIFIER (DETAIL SHEET 6)
O CONSTRUCT STORM DRAIN MANHOLE PER CITY OF FONTANA STD PLAN NO. 3013
O CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD PLAN NO. 3026
10 INSTALL FLOGARD CATCH BASIN FILTER PER DETAIL SHEET 6
Line Table
Line #
Direction
Length
L1
N450 00'00"W
8.49
L2
N00° 19'30"W
12.66
L3
N00° 19'30"W
10.00
L4
N00° 19'30"W
30.00
mw
mm
OF BEARINGS FOR THIS MAP.
M
mw
ELEVATION: 1739.006'
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.
>
co
III
CITY
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 STANDARDS IN EFFECT.
NINE _- •11
PREPARED UNDER THE SUPERVISION OF:
MADOLE 9302 PITTSBURGH AVE., SURE 230
RANCHO CUCAMONGA, CA. 91730
PHONE: 909.481.6322
gineering Communities for Life FAX: 909.481.6320
�, DAT
x•11 M.
GCS ■
C:
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WATER QUALITY CONSTRUCTION NOTES in
0� -
1O INSTALL JENSEN PRECAST 24"X24" DRAIN INLET PER DETAIL SHEET 6
R
O2 INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE) W W
Z 2ca
�
(D INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE) J
O4 INSTALL CONTECH CDS5653-10-C CLARIFIER (DETAIL SHEET 6)
O CONSTRUCT STORM DRAIN MANHOLE PER CITY OF FONTANA STD PLAN NO. 3013
O CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD PLAN NO. 3026
10 INSTALL FLOGARD CATCH BASIN FILTER PER DETAIL SHEET 6
Line Table
Line #
Direction
Length
L1
N450 00'00"W
8.49
L2
N00° 19'30"W
12.66
L3
N00° 19'30"W
10.00
L4
N00° 19'30"W
30.00
Curve Table
Curve #
Delta
Radius
Length
Tangent
C1
044' 40'30"
22.50
17.54
9.25
C2
090' 00'00"
22.50
35.34
22.50
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$OVER $D TRACT 19962
FUTURE PARK
LU z
J J
N O
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+
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N HGLBMP
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BENCH MARK: # B-7
BASIS OF BEARINGS:
�o6
THE CENTERLINE OF CITRUS AVENUE AS
u-3cq
A BRASS DISK AT THE SOUTHEAST CORNER OF
SHOWN ON RECORD OF SURVEY 35/9 TAKEN
z
WIN
nl
w
-
OF BEARINGS FOR THIS MAP.
M
ELEVATION: 1739.006'
¢
>
co
ENGR.
CITY
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 STANDARDS IN EFFECT.
QFtOFESS/n
= G Z
L 3 No. 36637 c
xp: 06-30-18 *
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PREPARED UNDER THE SUPERVISION OF:
MADOLE 9302 PITTSBURGH AVE., SURE 230
RANCHO CUCAMONGA, CA. 91730
PHONE: 909.481.6322
gineering Communities for Life FAX: 909.481.6320
�, DAT
U.) -
'ALL 19.92 L.F. 24" R.C.P.
` 2250-D LOAD
QBMP = 2.0 CFS''
VMAx = 8.3 FPS'
LINE "W
12 11
43 42 �
J
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M
N ao N O
+ I-- + c
O� M O� M O
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L 111.31 L. F. 24" R.C.P. ' z "' z a
2500-D LOAD "'
QBMP = 3.9 CFS INSTALL 18.45 L.F.
VMAx =1.4 FPS o
24" R.C.P.
2500-D LOAD
QBMP -12.2 CFS
VMax = 5.9 FPS = a
r)(-
_ INV =1725.77
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41 40
-STORM DRAIN LINEA
O
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`f - N90°00'00"E 167.70'
10\11
STA. 11+67.70 LINE "WQC" 3 T . 111+46.23 LINE "WQC" 9
1
6 = TA. 10+00.00 LINE "WQB"
A=90° /
0' 20' 10' n STA. 10+25.91 LINE "WQC"
C=2.4 � =STA. 10+00.00 LINE "WQX"
=24"
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LINE"WOC"
10
I I
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w
0
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W Lug IJQQ
STA. 10+00.00 LINE "WQC" 4 J
+r
TRACT 19962
PARK
INFILTRATION TRENCH
SHEET 2
BENCH MARK: # B-7
BASIS OF BEARINGS:
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
WIN
AS N 01'10'30" W WAS USED AS THE BASIS
J
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=nnna
Lf� #M V
M
N ao N O
+ I-- + c
O� M O� M O
Lo
L 111.31 L. F. 24" R.C.P. ' z "' z a
2500-D LOAD "'
QBMP = 3.9 CFS INSTALL 18.45 L.F.
VMAx =1.4 FPS o
24" R.C.P.
2500-D LOAD
QBMP -12.2 CFS
VMax = 5.9 FPS = a
r)(-
_ INV =1725.77
0 o v
C; o
O M Lo
+ u)
O +I
U:)�J
U
41 40
-STORM DRAIN LINEA
O
N
o _
`f - N90°00'00"E 167.70'
10\11
STA. 11+67.70 LINE "WQC" 3 T . 111+46.23 LINE "WQC" 9
1
6 = TA. 10+00.00 LINE "WQB"
A=90° /
0' 20' 10' n STA. 10+25.91 LINE "WQC"
C=2.4 � =STA. 10+00.00 LINE "WQX"
=24"
�I
� I
LINE"WOC"
10
I I
- s
w
0
UJ
W Lug IJQQ
STA. 10+00.00 LINE "WQC" 4 J
+r
TRACT 19962
PARK
INFILTRATION TRENCH
SHEET 2
PROFILE
HORIZ 1"= 40' -
VERT 1"= 4'
PLAN 1"= 40'
SCALE IN FEET
80 120
160 1
WOMP17-000005
CITY OF FONTANA, CALIFORNIA
WATER QUALITY MANAGEMENT PLAN
TRACT 19960 SCALE:
AS SHOWN
LINE "W013" AND LINE AWQCW DATE:
JAN. 2017
'PROYEDI DRAWING NO. 4
4 6/8/17
5606
CITY ENGINEER R.C.E. 51152 DATE g
0
rn
CY
O
M
N
I
N
L7M
J:\126-2659\WQMP\TRACT 19960\19960_WQMP-04.dwg, 4/25/2017 4:53:44 PM, DWG To PDF.pc3
BENCH MARK: # B-7
BASIS OF BEARINGS:
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
CASA GRANDE AVENUE AND SIERRA AVENUE.
AS N 01'10'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
ELEVATION: 1739.006'
REVISION DESCRIPTION
DATE
ENGR.
CITY
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 STANDARDS IN EFFECT.
QFtOFESS/n
= G Z
L 3 No. 36637 c
xp: 06-30-18 *
TFpFGAL\Fo��\P
PREPARED UNDER THE SUPERVISION OF:
MADOLE 9302 PITTSBURGH AVE., SURE 230
RANCHO CUCAMONGA, CA. 91730
PHONE: 909.481.6322
gineering Communities for Life FAX: 909.481.6320
�, DAT
DRAWN BY:
TS/DM
DESIGNED BY:
CHECKEDBY:S
WLI
WENDE L L. ATSU U EXP. 0 18
PROFILE
HORIZ 1"= 40' -
VERT 1"= 4'
PLAN 1"= 40'
SCALE IN FEET
80 120
160 1
WOMP17-000005
CITY OF FONTANA, CALIFORNIA
WATER QUALITY MANAGEMENT PLAN
TRACT 19960 SCALE:
AS SHOWN
LINE "W013" AND LINE AWQCW DATE:
JAN. 2017
'PROYEDI DRAWING NO. 4
4 6/8/17
5606
CITY ENGINEER R.C.E. 51152 DATE g
0
rn
CY
O
M
N
I
N
L7M
J:\126-2659\WQMP\TRACT 19960\19960_WQMP-04.dwg, 4/25/2017 4:53:44 PM, DWG To PDF.pc3