HomeMy WebLinkAbout6527-66
DATE:
SCALE:
DRAWING NO.
DATE
APPROVED BY:CHECKED BY:
DESIGNED BY:
DRAWN BY:
GIA LAM KIM / CITY ENGINEER R.C.E. 62296
CITY OF FONTANA, CALIFORNIA
DATECITYENGR.DATEREVISION DESCRIPTIONREV.
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.DATE:
PREPARED UNDER THE SUPERVISION OF:
STEVEN L. ELLIS EXP. 12-31-25
STORM DRAIN IMPROVEMENT PLANS
7
September 2025
AS SHOWNJV
CEA/RE
SE/LAF
BENCH MARK:BASIS OF BEARINGS:
THE BEARINGS SHOWN HEREON ARE BASED THE ON NORTH AMERICAN
DATUM OF 1983 (NAD-83), SHOWN IN TERMS OF THE CALIFORNIA
COORDINATE SYSTEM OF 1983 (CCS-83), ZONE V (2011.00 EPOCH DATE)
AS DERIVED BY POSITIONS PUBLISHED BY CSRC. ALL COORDINATE
VALUES WERE SCALED TO GROUND BY APPLYING AN AVERAGE
COMBINATION FACTOR AS DETERMINED BY FEI POINTS 11012, 11014,
11022, 11025, 11029, AND 11034 AND HOLDING THE COMPUTED GRID
COORDINATE ON POINT 11015. INVERSES BETWEEN PROJECT
COORDINATES WILL PRODUCE GROUND DISTANCES. TO OBTAIN GRID
DISTANCES MULTIPLY GROUND DISTANCES BY 0.999888867
THE CONTOURS AND ELEVATIONS SHOWN HEREON
ARE BASED ON THE FOLLOWING BENCH MARK:
BM NO.: EV9274 ELEV.: 1508.56' (NGS BENCH MARK)
DATUM: NAVD 88 1993 ADJ
F
:
\
P
R
O
J
E
C
T
S
\
1
6
5
5
\
0
0
8
\
P
L
A
N
S
\
S
T
O
R
M
D
R
A
I
N
\
1
6
5
5
-
0
0
8
-
S
D
0
6
P
F
.
D
W
G
(
0
9
-
1
6
-
2
5
2
:
0
8
:
5
9
P
M
)
P
l
o
t
t
e
d
b
y
:
c
a
g
u
i
r
r
e
Exp. 12/31/25
E S S I O
N
A
L
E
N
G
I
N
E
E
R
FORP DERET
S
I
G
E
R
V I LIC
C A L I F O R N I A
FO ET
A
T
S
NO. C 047255
S
.LNEVETS
I
L
L
E
6527
PROFILE
PLAN 1"= 40'
VERT 1"= 4'
HORIZ 1"= 40'
909.581.0676
3257 E Guasti Rd, Suite 300
Ontario, California 91761
fuscoe.com
9/16/25
STORM DRAIN LAT 'A-6' PROFILE
SEE PLAN ON SHEET 3
STORM DRAIN LINE 'A-3' PROFILE
SEE PLAN ON SHEET 3
STORM DRAIN LINE 'A-4' PROFILE
SEE PLAN ON SHEET 4
STORM DRAIN LAT 'A-10' & LINE 'A-6' PROFILE
SEE PLAN ON SHEET 5
10+0011+0010+0011+00
10+0011+00 10+0011+00 11+00
-1700
-1710
-1720
1700-
1710-
1720-
1690-
1700-
1710-
-1690
-1700
-1710
1710-
1720-
1730-
-1710
-1720
-1730
-1730
-1740
-1750
1730-
1740-
1750-
STORM DRAIN LINE 'A-2'~'A-4' &
STORM DRAIN LATERAL 'A-10'~'A-11'
48" RCP SD LINE 'A'
1704.60 INV
10
+
0
8
.
8
5
17
0
5
.
1
0
I
N
V
-
E
C
10
+
4
4
.
1
9
17
0
5
.
4
5
I
N
V
-
E
C
10
+
6
3
.
1
2
17
0
5
.
6
4
I
N
V
CL
M
.
H
.
N
O
.
3
RI
M
=
1
7
1
6
.
5
6
D=
8
.
1
'
1
7
0
0
.
5
2
T
O
P
E
X
.
S
E
W
E
R
4.
4
4
'
C
L
E
A
R
CONSTRUCT
45.7 L.F.
36" DIA. RCP
D-LOAD=1350
Q = cfs
V = fpsMAX
100 22.08
8.18
EXIST. FINISHED SURFACE
OVER C\L STORM DRAIN
PROP. FINISHED SURFACE
OVER C/L STORM DRAIN
17
0
4
.
9
6
B
O
T
3
6
"
R
C
P
R/W
10
+
0
6
.
3
3
17
0
5
.
0
7
I
N
V
'
R
'
S=0.0100
17
1
1
.
2
1
B
O
T
12
"
D
.
I
.
P
W
A
T
E
R
L
I
N
E
10
+
0
2
.
8
3
17
0
5
.
0
3
I
N
V
'
S
'
CL
L
I
N
E
'
A
-
3
'
M
H
RI
M
=
1
7
1
7
.
1
6
HGL100
10
+
5
6
.
7
0
17
0
5
.
5
8
I
N
V
10
+
5
2
.
0
3
17
0
5
.
5
3
I
N
V
CONSTRUCT
6.42 L.F.
36" DIA. RCP
D-LOAD=1350
PROPOSED
TEMPORARY
48" DIA. RISER
1714.0 FG
1715.0 TOP OF RISER
1716.0
WATER SURFACE
ELEVATION
1718.0 FG
D=
2
.
7
'
PROP.
COLLAR
S
=
0
.
1
0
7
3
10
+
8
5
.
1
2
17
0
8
.
0
0
I
N
V
CONSTRUCT
22 L.F.
36" DIA. RCP
D-LOAD=1350
CONSTRUCT 45.01 L.F.
24" DIA. RCP
D-LOAD=1350 Q = cfs
V = fpsMAX
100 3.25
8.64
D=
2
.
1
'
D=
9
.
1
'
EXIST. FINISHED SURFACE
OVER C\L STORM DRAIN
PROP. FINISHED SURFACE
OVER C/L STORM DRAIN
S
=
0
.
1
4
9
4
10
+
5
1
.
3
4
17
0
1
.
5
3
I
N
V
10
+
0
6
.
3
3
16
9
4
.
8
0
I
N
V
'
R
'
10
+
0
7
.
0
8
16
9
4
.
9
2
I
N
V
-
B
C
10
+
3
7
.
4
6
16
9
9
.
4
6
I
N
V
-
E
C
48" RCP SD LINE 'A'
1693.28 INV
CB NO. 6
W=14' , V=5.0'
1706.53 TC
16
9
0
.
9
5
T
O
P
E
X
.
S
E
W
E
R
7.
2
7
.
'
C
L
E
A
R
17
0
0
.
7
9
B
O
T
12
"
D
.
I
.
P
W
A
T
E
R
L
I
N
E
16
9
8
.
2
2
B
O
T
2
4
"
R
C
P
10
+
0
2
.
8
3
16
9
4
.
2
8
I
N
V
'
S
'
HGL100
EXIST. FINISHED SURFACE
OVER C\L STORM DRAIN
PROP. FINISHED SURFACE
OVER C/L STORM DRAIN
CONSTRUCT 46.4 L.F.
36" DIA. RCP
D-LOAD=1350
Q = cfs
V = fpsMAX
100 13.85
6.63
PROPOSED
BULKHEAD
D=
6
.
4
'
D=
7
.
2
'
R/W
S=0.0100
10
+
6
3
.
7
5
17
1
8
.
4
2
I
N
V
10
+
4
6
.
3
5
17
1
8
.
2
5
I
N
V
-
E
C
10
+
1
1
.
0
1
17
1
7
.
9
0
I
N
V
-
B
C
10
+
0
6
.
2
7
17
1
7
.
8
5
I
N
V
'
R
'
42" RCP SD LINE 'A'
1717.58 INV
1711.22 TOP EX. SEWER
6.53' CLEAR
17
2
2
.
8
5
B
O
T
12
"
D
.
I
.
P
W
A
T
E
R
L
I
N
E
1717.75 BOT 36" RCP
10
+
0
2
.
4
7
17
1
7
.
8
1
I
N
V
'
S
'
CL
L
I
N
E
'
A
-
4
'
M
H
17
2
8
.
8
9
I
N
V
HGL100
CONSTRUCT 6.42 L.F.
36" DIA. RCP
D-LOAD=1350
10
+
5
7
.
3
3
17
1
8
.
3
6
I
N
V
10
+
5
2
.
6
6
17
1
8
.
3
1
I
N
V
CONSTRUCT 41.8 L.F.
36" DIA. RCP
D-LOAD=1350
Q = cfs
V = fpsMAX
100 52.22
10.02
D=
7
.
7
'
EXIST. FINISHED SURFACE
OVER C\L STORM DRAIN
PROP. FINISHED SURFACE
OVER C/L STORM DRAIN
CONSTRUCT 53.75 L.F.
24" DIA. RCP
D-LOAD=1350
Q = cfs
V = fpsMAX
100 4.84
13.15
D=
2
.
1
'
D=
8
.
1
'
R/W
S
=
0
.
1
0
9
3
10
+
6
0
.
0
2
17
3
7
.
8
7
I
N
V
10
+
4
8
.
0
6
17
3
1
.
5
3
I
N
V
10
+
4
7
.
5
0
17
3
6
.
5
0
I
N
V
-
E
C
10
+
1
1
.
9
4
17
3
2
.
6
1
I
N
V
-
B
C
10
+
0
6
.
2
7
17
3
1
.
9
9
I
N
V
'
R
'
10
+
0
6
.
2
7
17
3
1
.
1
1
I
N
V
'
R
'
CL
M
.
H
.
N
O
.
6
RI
M
=
1
7
4
2
.
2
7
D=
7
.
6
'
CB NO. 10
W=14' , V=5.0'
1742.87 TC
17
2
2
.
1
3
T
O
P
E
X
.
S
E
W
E
R
12
.
7
4
'
C
L
E
A
R
17
3
7
.
0
3
B
O
T
1
2
"
D
.
I
.
P
W
A
T
E
R
17
3
3
.
7
8
B
O
T
2
4
"
R
C
P
17
3
4
.
6
0
T
O
P
3
6
"
R
C
P
2.
4
3
'
C
L
E
A
R
10
+
0
2
.
4
4
17
3
1
.
5
7
I
N
V
'
S
'
10
+
0
2
.
4
5
17
3
1
.
0
7
I
N
V
'
S
'
S=0.0100
HGL100
HGL100 S=0.030
0
10
+
7
7
.
5
6
17
3
2
.
4
1
I
N
V
CONSTRUCT 29.5 L.F.
36" DIA. RCP
D-LOAD=1350
PROPOSED
TEMPORARY
36" DIA. RISER
1738.0 FG
1739.0
TOP OF RISER
1741.0
WATER SURFACE
ELEVATION
1743.0 FG
PROP.
COLLAR D=
2
.
4
'
9/24/2025