HomeMy WebLinkAbout6407-2DATE:
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
5/16/24
AS SHOWNJV
DLM
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
6407
909.581.06762850 Inland Empire Blvd
Ontario, California 91764 fuscoe.com
RFULLCIRCLETHINKING
E N G I N E E R I N G
FUSCOE
Suite B
PROFILE
PLAN 1"= 40'
VERT 1"= 4'
HORIZ 1"= 40'
5/16/24 2
1785-
1775-
1765 -
10+0015+00 16+00 17+00 18+00 19+00 20+00
STORM DRAIN LAT 'A-3' PROFILE
-1785
-1775
-1765
STORM DRAIN CONSTRUCTION NOTES:
CONSTRUCT 36" RCP STORM DRAIN LINE, TRENCH AND BEDDING DETAIL 1 SEE SHEET 6.
CONSTRUCT 42" RCP STORM DRAIN LINE, TRENCH AND BEDDING DETAIL 1 SEE SHEET 6.
CONSTRUCT 18" RCP STORM DRAIN LINE, TRENCH AND BEDDING DETAIL 1 SEE SHEET 6.
CONSTRUCT 30" RCP STORM DRAIN LINE, TRENCH AND BEDDING DETAIL 1 SEE SHEET 6.
CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN NO. 3012.
CONSTRUCT CONCRETE CATCH BASIN PER CITY OF FONTANA STD. PLAN NO. 3004.
CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN NO. 3010
CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN NO. 3011.
INSTALL CAP AT END OF LINE. SEE DETAIL 4 ON SHEET 6
2
3
5
6
7
8
13
14
16
20
+
5
0
.
0
0
-
M
A
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
3
JOHN PREVITI AVENUE SD PLAN & PROFILE
STA 14+39.02 TO 20+50.00
20+
5
0
.
0
0
-
M
A
T
C
H
L
I
N
E
SEE
S
H
E
E
T
3
SD MANHOLE NO.2 TABLE
A B C D1 D2 R S
45°3'4.4'3'3.5'1772.19 1772.41
CATCH BASIN #1
TABLE
VI H W
8'4"14'
SD MANHOLE NO.3 TABLE
A B C D1 D2 R-F S-F R-G S-G
45°1.5'3.7'3'3'1778.01 1778.20 1778.01 1778.29
CATCH BASIN #2
TABLE
VI H W
8'4"14'
11+00 11+0010+00
LAT 'A-3D'LAT 'A-3E'
-1785
-1775
-1765
-1785-
-1775-
-1765-
1785-
1775-
1765 -
SD J.S. NO.1 TABLE
A B C D1 D2 R S
45°2.5'4.4'3.5'3.5'1770.58 1770.96
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DSDSDSDSDSDSDS
DS
DS
DS
DS
DS
DS
DS
RD
RD
RD
RD
RD
RD
RD RD
RD
RD
STORAGESTORAGE
MP
O
E
EL
E
C
T
R
I
C
A
L
R
O
O
M
ST
O
R
A
G
E
ST
O
R
A
G
E
ST
O
R
A
G
E
STORAGE
ST
O
R
A
G
E
W.
H
.
FIR
E
RI
S
E
R
DS
ELECTRICAL MPOE
DS
DS
DSSTORM DRAIN LAT 'A-3'
SS
X
-
I
N
G
17
+
5
2
.
3
3
17
7
4
.
1
6
B
O
T
3
6
"
S
D
17
7
5
.
3
3
T
O
P
1
0
"
S
S
CL
E
A
R
=
1
.
1
7
'
B
E
G
I
N
L
I
N
E
J
O
H
N
P
R
E
V
I
T
I
A
V
E
C
/
L
S
T
A
2
9
2
+
0
2
.
7
5
=
S
T
A
1
4
+
3
9
.
0
2
J
O
I
N
E
X
I
S
T
.
B
C
ST
A
1
6
+
8
7
.
3
6
STA 1
7
+
7
9
.
5
8
S
T
A
1
7
+
8
4
.
2
4
ST
A
1
7
+
8
3
.
2
4
C/L
S
D
M
H
N
O
.
3
RIM
=
1
7
8
6
.
9
6
ST
A
1
6
+
9
2
.
0
2
ST
A
1
6
+
1
1
.
0
6
BC
ST
A
1
5
+
7
6
.
6
3
ST
A
1
5
+
8
1
.
2
9
STA
2
0
+
5
0
.
0
0
ST
A
1
6
+
9
1
.
0
2
C/
L
S
D
M
H
N
O
.
2
RI
M
=
1
7
8
4
.
2
5
JOHN PREVITI AVENUE
ST
A
1
4
+
9
2
.
1
2
EC ST
A
1
4
+
9
6
.
7
9
ST
A
1
4
+
9
5
.
7
9
C/
L
S
D
M
H
N
O
.
1
RI
M
=
1
7
8
1
.
1
4
D1
=
D
2
=
4
2
"
STA
1
9
+
0
3
.
5
0
EC
STA
1
9
+
0
8
.
1
6
STA
1
9
+
0
7
.
1
6
C/L
S
D
M
H
N
O
.
4
RIM
=
1
7
9
0
.
8
9
ST
A
1
5
+
7
8
.
9
6
J.
S
.
#
1
ST
A
1
0
+
0
6
.
3
1
BE
G
I
N
L
A
T
'
A
-
3
D
'
SE
E
P
R
O
F
I
L
E
H
E
R
E
O
N
ST
A
1
0
+
5
6
.
5
2
EN
D
L
A
T
'
A
-
3
D
'
ST
A
1
0
+
1
5
.
4
6
SS
X
-
I
N
G
ST
A
1
0
+
0
6
.
2
6
BE
G
I
N
L
A
T
'
A
-
3
E
'
SE
E
P
R
O
F
I
L
E
H
E
R
E
O
N
ST
A
1
0
+
7
8
.
3
7
EN
D
L
A
T
'
A
-
3
E
'
ST
A
1
0
+
1
2
.
8
2
DW
X
-
I
N
G
ST
A
1
0
+
0
5
.
7
3
BE
G
I
N
L
A
T
'
A
-
3
F
'
SE
E
P
R
O
F
I
L
E
O
N
S
H
E
E
T
5
ST
A
1
0
+
3
5
.
8
9
EN
D
L
A
T
'
A
-
3
F
'
ST
A
1
0
+
0
5
.
7
8
BE
G
I
N
L
A
T
'
A
-
3
G
'
SE
E
P
R
O
F
I
L
E
O
N
S
H
E
E
T
5
ST
A
1
0
+
2
2
.
8
7
EN
D
L
A
T
'
A
-
3
G
'
ST
A
1
0
+
1
2
.
3
4
DW
X
-
I
N
G
ST
A
1
0
+
1
4
.
0
1
SS
X
-
I
N
G
ST
.
S
T
A
2
9
5
+
6
8
.
6
3
C/L
C
.
B
.
N
O
.
1
ST.
S
T
A
2
9
5
+
6
3
.
8
8
C/L
C
.
B
.
N
O
.
2
ST
A
1
0
+
3
0
.
0
9
C/
L
S
D
M
H
N
O
.
1
RI
M
=
1
7
8
5
.
1
4
EXIST. FINISHED SURFACE
OVER C\L STORM DRAIN
PROP. FINISHED SURFACE
OVER C/L STORM DRAIN
CONSTRUCT 106.07 L.F.
42" DIA. RCP
D-LOAD=1800
D=
8
.
1
4
'
D=
5
.
8
4
'
CONSTRUCT 53.1 L.F.
42" DIA. RCP
D-LOAD=1600
CONSTRUCT 87.55 L.F.
36" DIA. RCP
D-LOAD=1400
Q = cfs
V = fpsMAX
100 114.8
13.67
CONSTRUCT 141.84 L.F.
36" DIA. RCP
D-LOAD=1400
16
+
9
1
.
0
2
CL
M
H
N
O
.
2
RI
M
=
1
7
8
4
.
3
5
15
+
7
6
.
6
3
17
7
0
.
0
5
I
N
V
15
+
8
1
.
2
9
17
7
0
.
1
1
I
N
V
17
+
8
3
.
2
4
CL
M
H
N
O
.
3
RI
M
=
1
7
8
6
.
9
7
S=0.0143
14
+
3
9
.
0
2
17
6
8
.
0
8
I
N
V
/
B
C
(S=0.0143)
S=0.0155
S=0.
0
5
7
5
S=0.0143
16
+
8
7
.
3
6
17
7
1
.
6
3
I
N
V
16
+
9
2
.
0
2
17
7
2
.
1
9
I
N
V
17
+
7
9
.
5
8
17
7
7
.
2
3
I
N
V
17
+
8
4
.
2
4
17
7
7
.
3
0
I
N
V
Q = cfs
V = fpsMAX
100 33.95
17.46
Q = cfs
V = fpsMAX
100 28.93
14.02
Q = cfs
V = fpsMAX
100 81.92
12.57
20
+
5
0
.
0
0
17
8
3
.
9
4
I
N
V
16
+
1
1
.
0
6
17
7
0
.
5
4
I
N
V
/
B
C
19
+
0
3
.
5
0
17
7
9
.
1
4
I
N
V
/
E
C
D=
7
.
8
2
'
14
+
9
5
.
7
9
CL
M
H
N
O
.
1
RI
M
=
1
7
8
1
.
1
4
14
+
9
2
.
1
2
17
6
8
.
8
4
I
N
V
/
E
C
14
+
9
6
.
7
9
17
6
8
.
9
1
I
N
V
D=
7
.
7
5
'
19
+
0
7
.
1
6
CL
M
H
N
O
.
4
RI
M
=
1
7
9
0
.
8
9
19
+
0
8
.
1
6
17
7
9
.
2
9
I
N
V
S=0.03
2
8
CONSTRUCT 119.25 L.F.
36" DIA. RCP
D-LOAD=1400
Q = cfs
V = fpsMAX
100 28.93
14.04
PROP. SEWER PER
DWG.640830"
R
C
P
L
A
T
'
A
-
3
D
'
17
7
0
.
5
8
I
N
V
36
"
R
C
P
L
A
T
'
A
-
3
E
'
17
7
2
.
1
9
I
N
V
18"
R
C
P
L
A
T
'
A
-
3
F
'
18
"
R
C
P
L
A
T
'
A
-
3
G
'
17
7
8
.
0
1
I
N
V
HGL100
CONSTRUCT 79.84 L.F.
42" DIA. RCP
D-LOAD=1600Q = cfs
V = fpsMAX
100 114.8
13.93
SS
X
-
I
N
G
17
+
5
2
.
3
3
17
7
4
.
1
6
T
O
P
O
F
1
0
"
S
S
17
7
5
.
3
3
B
O
T
.
O
F
3
6
"
S
D
CL
E
A
R
:
1
.
1
7
'
CURVE DATA
CURVE #
C1
C2
RADIUS
819.00'
369.00'
LENGTH
53.11'
292.44'
DELTA
3°42'55"
45°24'27"
LINE DATA
LINE #
L1
L2
L5
L6
L7
L8
BEARING
N00°23'44"E
N45°48'24"E
N44°36'16"W
N57°34'44"E
N24°22'31"W
N74°13'39"E
DISTANCE
118.93'
146.51'
56.52'
41.09'
35.72'
22.87'
EXIST. FINISHED SURFACE
OVER C\L STORM DRAIN
PROP. FINISHED SURFACE
OVER C/L STORM DRAIN
CONSTRUCT 50.21 L.F.
30" DIA. RCP
D-LOAD=2100
10+56.52
1772.65 INV
10+06.31 ELEV 'S'
1770.96 INV 42" RCP
1770.08 INV
SS X-ING
10+15.46
1771.59 BOT. 30" SD
1770.50 TOP OF 10" SS
CLEAR: 1.09'
S=0.018
8
R/W
Q = cfs
V = fpsMAX
100 32.90
6.70
HGL100
10+15.46
1771.88 INV
S=0.1000
10+02.33 ELEV 'R'
1770.58 INV
EXIST. FINISHED SURFACE
OVER C\L STORM DRAIN
PROP.
FINISHED SURFACE
OVER C/L
STORM DRAIN
42" RCP
1771.69 INV
S=0.
0
5
5
7
DW X-ING
10+12.82
1778.98 BOT. 12" DW
1776.10 TOP OF 18" SD
CLEAR: 2.88'
10
+
0
2
.
3
6
E
L
E
V
'
R
'
17
7
2
.
1
9
I
N
V
10
+
3
7
.
7
6
17
7
4
.
1
6
I
N
V
/
B
C
CONSTRUCT 20.17 L.F.
36" DIA. RCP
D-LOAD=1900
R/W
Q = cfs
V = fpsMAX
100 47.97
16.01
HGL100
10
+
0
6
.
2
6
E
L
E
V
'
S
'
17
7
2
.
4
1
I
N
V
10
+
7
8
.
3
7
17
7
6
.
4
2
I
N
V
/
E
C
SDMH NO. 2
1784.25 RIM
CONSTRUCT 47.28 L.F.
36" DIA. RCP
D-LOAD=1900
10
+
3
0
.
0
9
CL
M
H
N
O
.
1
RI
M
=
1
7
8
5
.
1
8
10
+
3
1
.
0
9
17
7
3
.
7
9
I
N
V
10
+
2
6
.
4
2
17
7
3
.
5
3
I
N
V
D=
7
.
5
4
'
5/22/2024