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V=8.22' V=6.72'
FS OVER SD
1730 o U 1730
C/)8" WAT. 28.25 INV
PROP. 8" HGL 24" WQSD
WATER
CD
CD H 18" R.C.P.
PROP. 24" 0 18" R.C.P.@ S=0.0403
WQSD @ S=0.0102 KI
Q100 = 5.1 CFS
Q100 = 8.6 CFS VMAX= 3.8 FPS
4„ R G.P • °� VMAx= 4.9 FPS
/ g-0 023 �p�Al
Q100= 18.7 C.F.S
C14 r --V=9.0 F.P.S. o
172 24 P. 1720 + ~ o o
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S= 66Q100= 24.5 C.F.S > ¢ > > Q >
HG V=22.2 F.P.S. U)Z ? cn Z U) z
INSTALL 14.72 L.F. INSTALL 26.80 L.F.
18" R.C.P. 18" R.C.P.
1750-DLOAD 1750-DLOAD
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Z INSTALL 173.24 L.F. 24" R..C.P.
2500-D LOAD
GEN. NOTE 34
INCREASE CONC. LINE "C" STA. 53+02.95
1-1/2 INCHES PROFILE LATERAL "C-3"
fc=5,000 PSI
10 11
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Ca SCALE: 1 " = 40'
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50 -
a
LANTANA STREET
SEE SHEET 2
41 -11-k
S I '-+-x I
LATERAL "C-3"
CLEMENTINE AVENUE
14
TOLL FREE -INNEENw- $11
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
Line Table
Line #
Direction
L
L1
c
J.S. DATA w "?
C?
w M �,
00
rn
co
N L_
16.74
A=60° U
U U
N
;;T r --O �
(0 00
N66' 43'58.15"E
B=18" Z �
J
Z -
vi 06 F-:
Q
II II + J
> U
L6
C=2.59' cn
J
L7
U 16
27.79
D=24" rn o
M o M 1
C/)
HGL
18
Mo
Moi
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18" R.C.P.
��
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8
IN -TRACT STORM DRAIN IMPROVEMENT PLANS
- II
�- II J
Q100=5.8CFS
LATERAL "C-3"
CLEMENTINE AVENUE
14
TOLL FREE -INNEENw- $11
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
Line Table
Line #
Direction
Length
L1
N57 09'06.94"E
7.70
L2
N60'41'1 1.61"W
16.74
L3
N60'41'1 1.61"W
16.74
L4
N66' 43'58.15"E
28.70
L5
N290 18'48.39"E
7.97
L6
N60' 41' 11.61"W
16.74
L7
N71' 46'53.99"E
27.79
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FS OVER SD O
Q
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I
1730
W=14'
V=7.71'
HGL
18" R.C.P.
@ S=0.0108
k
Curve Table
Curve #
1720 +
C)
O M
N
+ M
M
C1
N
Q >
Q >
Z
U)Z
Cf)
INSTALL 13 L.F.
22.50
18" R.C.P.
Q100 = 7.4 CFS
1750-DLOAD
VM,x= 4.2 FPS
PROFILE LATERAL "C-3-1"
11
10
Curve Table
Curve #
Delta
Radius
Length
Tangent
C1
057 50 20
22.50
22.71
12.43
C2
030' 00'00"
22.50
11.78
6.03
CONSTRUCTION NOTES
1O INSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE)
O2 INSTALL 24" RCP STORM DRAIN (D -LOAD PER PROFILE)
O3 INSTALL 30" RCP STORM DRAIN (D -LOAD PER PROFILE)
O4 INSTALL 60" RCP STORM DRAIN (D -LOAD PER PROFILE)
O5 INSTALL 66" RCP STORM DRAIN (D -LOAD PER PROFILE)
O6 INSTALL 72" RCP STORM DRAIN (D -LOAD PER PROFILE)
O7 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012
O8 CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004.
O9 REMOVE EXISTING PIPE CLOSURE.
10 CONSTRUCT PIPE CLOSURE (TYPE SHOWN ON PLAN) PER SAN
BERNARDINO COUNTY FLOOD CONTROL DISTRICT STD. PLAN 176.
11 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN 3010.
12 CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. PLAN 3026.
13 CONSTRUCT MANHOLE PER CITY OF FONTANA STD PLAN 3011.
14 CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 3022.
1730
PROP. 24"
WQSD
1720 24" R.C.P.
S=0.2548
10+00.00 LAT. "C-6"
=55+38.87 LINE "C"
10+00.00 BLUBERRY AVE.
=12+20.00 LANTANA ST.
O
Co
2500-D LOAD
LINE "C" STA. 55+38.87
PROFILE LATERAL "C -6n
10 11
I 14
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LU O
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m A
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Iw C�
o Cn
10, ��,, ,11 10 1 '.
44
LANTANA STREET
SEE SHEET 2
C=�SCALE: 1 " = 40'
-v
W
N
O
V
O +I
O LO
20
THE CENTERLINE OF CITRUS AVENUE AS
O
Z Imo- N
O
00
LOM
2
(n
%
AS N 01'10'30" W WAS USED AS THE BASIS
�C &
+ J
�C006
Q
Q�>
V=7.63'
�U
Moi-
-'
�v
8" WAT.
16
HGL
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO
HGL
PREPARED UNDER THE SUPERVISION OF:
CITY OF FONTANA, CALIFORNIA
om
IIU
18" R.C.P.
..�.WATER
@ S=0.0537
IN -TRACT STORM DRAIN IMPROVEMENT PLANS
8
Q100=5.8CFS
VMAx= 9.0 FPS
Q100 = 4.8 CFS
-v
W
N
O
O +I
O LO
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
THE CENTERLINE OF CITRUS AVENUE AS
O
Z Imo- N
O
00
LOM
2
(n
%
AS N 01'10'30" W WAS USED AS THE BASIS
�C &
+ J
�C006
Q
Q�>
V=7.63'
�U
Moi-
-'
�v
8" WAT.
16
HGL
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO
HGL
PREPARED UNDER THE SUPERVISION OF:
CITY OF FONTANA, CALIFORNIA
om
IIU
18" R.C.P.
U
@ S=0.0537
IN -TRACT STORM DRAIN IMPROVEMENT PLANS
8
Q100=5.8CFS
LATERAL nC-6"
BLUBERRY AVENUE
1730
1720
12
22
PROFILE
HORIZ 1"= 40'
VERT 1"= 4'
PLAN 1"= 40'
SCALE IN FEET
40 80 1
15 CONSTRUCT JUNCTION STRUCTURE PER CITY STD. PLAN 3009.
O
0
BASIS OF BEARINGS:
O +I
O LO
SAN BERNARDINO COUNTY BENCHMARK # 6-7.
THE CENTERLINE OF CITRUS AVENUE AS
FS OVER SD
SHOWN ON RECORD OF SURVEY 35/9 TAKEN
J
(n
%
AS N 01'10'30" W WAS USED AS THE BASIS
�C &
W=14'
W=14'
V=7.63'
V=6.62'
REVISION DESCRIPTION
27.19 INV
8" WAT.
24" WQSD
HGL
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO
HGL
PREPARED UNDER THE SUPERVISION OF:
CITY OF FONTANA, CALIFORNIA
18" R.C.P.
18" R.C.P.
@ S=0.031
@ S=0.0537
IN -TRACT STORM DRAIN IMPROVEMENT PLANS
Q100=5.8CFS
VMAx= 9.0 FPS
Q100 = 4.8 CFS
VMAx= 4.1 FPS
��°��
YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT
C
MADOLE 9302 PITTSBURGH AVE., SURE 230
C) oLo �
-
+ N
C2
N I�
O U')O� M N LO
+ � N + N
O
N
C'S Q > O
N N
SCALE:
�>
z
cn_
z
Q>a' Q>
�
�uz U)z
MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO
INSTALL 14.72 L.F.
INSTALL 25.95 L.F.
18" R.C.P.
�Q
IV ��,Q'
18" R.C.P.
1750-DLOAD
q
1750-DLOAD
DESIGNED BY:
WLI
PROFILE LATERAL
"C-6-1"
+ "C-6-2"
10
11
22
PROFILE
HORIZ 1"= 40'
VERT 1"= 4'
PLAN 1"= 40'
SCALE IN FEET
40 80 1
15 CONSTRUCT JUNCTION STRUCTURE PER CITY STD. PLAN 3009.
BENCH MARK: # 6-7
BASIS OF BEARINGS:
16 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013.
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
QFtOFESS/p�V
L lwq F�
PREPARED UNDER THE SUPERVISION OF:
CITY OF FONTANA, CALIFORNIA
IN -TRACT STORM DRAIN IMPROVEMENT PLANS
��°��
YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT
=O SG
w 3 C
MADOLE 9302 PITTSBURGH AVE., SURE 230
DRAWN BY:
QQ
TRACT N0. 19962
SCALE:
MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO
No. 36637 r,
w �
{r Exp: 06-30-18
RANCHO CUCAMONGA, CA. 91730
PHONE: 909.481.6322
Engineering Communities for Life FAX 909.481.6320
DM/EH
LAT. C-3 CLEMENTINE AVE. STA. 10+00.00 TO STA. 11+80.52
LAT. C6 BLUBERRY A STA 10+00.00 TO STA. 11+44.80
AS SHOWN
DESIGNED BY:
WLI
DATE:
OCT. 2016
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
q � /
TFCF CA0F
��
a&� DAT46-0�1
CHECKED BY:
APPROVED BY:
DRAWING NO.
�+
WEN ELL L. IWATSURU EXP
WLI
6/8/17
5613
CITY ENGINEER R.C.E. 51152
g
DATE
17M