HomeMy WebLinkAbout6407-3DATE:
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 3
21+00 22+00 23+00 24+00 25+00 26+00
STORM DRAIN LAT 'A-3' PROFILE
STORM DRAIN LAT 'A-3'
20
+
5
0
.
0
0
-
M
A
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
2
JOHN PREVITI AVENUE SD PLAN & PROFILE
STA 20+50.00 TO 27+82.89
20
+
5
0
.
0
0
-
M
A
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
2
1800-
1790 -
1780 -
-1815
-1805
-1795
CATCH BASIN #3
TABLE
VI H W
8'4"14'
SD MANHOLE NO.5 TABLE
A B C D1 D2 R-H S-H R-I S-I
45°1.5'3.7'2'3'1792.54 1792.82 1792.55 1793.19
CATCH BASIN #4
TABLE
VI H W
8'4"14'
27+00
STORM DRAIN CONSTRUCTION NOTES:
CONSTRUCT 24" RCP STORM DRAIN LINE, TRENCH AND BEDDING DETAIL 1 SEE SHEET 6.
CONSTRUCT 36" 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 CONCRETE CATCH BASIN PER CITY OF FONTANA STD. PLAN NO. 3004.
CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN NO. 3013
CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN NO. 3010
INSTALL CAP AT END OF LINE. SEE DETAIL 4 ON SHEET 6
1
2
5
8
12
13
16
ID
E
N
T
I
C
A
L
PO
I
N
T
S
11+00 10+00
LAT 'A-3J'
-1790
-1800
1790-
1800-
SD J.S. NO.2 TABLE
A B C D R S
45°2'3.7'3'1788.64 1788.75
DS
DS
STORAGESTORAGE STORAGE
W/H
FIRE
RISER
DS
DS DS
EL
E
C
T
R
I
C
A
L
MP
O
E
W/
H
FI
R
E
RI
S
E
R
DSDS
DS
DS
DS DSDS
DS
DSDS
DS DS DS
DS
DS
DS
DSDSDSDS
DS
RD
RD
RD RD RD
120
0
A
M
A
I
N
D
I
S
C
.
RES
.
ME
T
E
R
S
RES
.
MET
E
R
S
TAP
B
O
X
HOU
S
E
M
E
T
E
R
PV
D
I
S
C
NG
O
M
MET
E
R
PV D
I
S
C
RES
.
MET
E
R
S
RES
.
MET
E
R
S
RES
.
ME
T
E
R
S
MPOE
EL
E
C
T
R
I
C
A
L
EL
E
C
T
R
I
C
A
L
W/H
FIR
E
RI
S
E
R
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
RD RD
RD
MPOE
E
L
E
C
T
R
I
C
A
L
M
P
O
E
DS
DS
DS
EL
E
C
T
R
I
C
A
L
W/
H
FIR
E
RI
S
E
R
DS
DS
DS
DS DS
DS
DS
DS
DSDSDS
RD RD RD
MPOE
DS DS
5
3
5
9
4
1
4
2
HB
HB
HB
ST
A
2
0
+
5
0
.
0
0
STA 22+94.14
STA 22+89.47
ST
A
2
5
+
2
9
.
7
2
STA
2
7
+
8
2
.
2
9
EN
D
P
I
P
E
EC
ST
A
2
2
+
9
3
.
1
4
C/
L
S
D
M
H
N
O
.
5
RI
M
=
1
8
0
4
.
1
7
ST
A
2
5
+
3
2
.
2
2
C/
L
S
D
M
H
N
O
.
6
RI
M
=
1
8
1
2
.
4
4
ST
A
2
5
+
3
3
.
7
2
BC
ST
A
2
7
+
1
9
.
0
5
PR
C
ST
A
1
0
+
0
4
.
8
6
BE
G
I
N
L
A
T
'
A
-
3
H
'
SE
E
P
R
O
F
I
L
E
O
N
S
H
E
E
T
5
ST
A
1
0
+
4
0
.
2
9
EN
D
L
A
T
'
A
-
3
H
'
ST
A
1
0
+
1
5
.
5
5
SS
X
-
I
N
G
ST
A
1
0
+
0
5
.
5
5
BE
G
I
N
L
A
T
'
A
-
3
I
'
SE
E
P
R
O
F
I
L
E
O
N
S
H
E
E
T
5
ST
A
1
0
+
2
3
.
3
3
EN
D
L
A
T
'
A
-
3
I
'
ST
A
1
0
+
1
2
.
7
3
DW
X
-
I
N
G
STA 21+77.34 STA 21+82.01
ST
A
2
1
+
7
7
.
8
4
J.
S
.
#
2
ST
A
1
0
+
0
5
.
1
8
BE
G
I
N
L
A
T
'
A
-
3
J
'
SE
E
P
R
O
F
I
L
E
H
E
R
E
O
N
ST
A
1
0
+
5
7
.
1
2
EN
D
L
A
T
'
A
-
3
J
'
ST
A
1
0
+
1
5
.
7
1
SS
X
-
I
N
G
JOHN PREVITI AVENUE
ST
.
S
T
A
3
0
0
+
8
7
.
9
5
C/
L
C
.
B
.
N
O
.
3
ST
.
S
T
A
3
0
0
+
7
5
.
9
6
C/
L
C
.
B
.
N
O
.
4
D=
8
.
3
4
'
CONSTRUCT 235.58 L.F.
24" DIA. RCP
D-LOAD=1400
CONSTRUCT 127.34 L.F.
36" DIA. RCP
D-LOAD=1400
22
+
9
3
.
1
4
CL
M
H
N
O
.
5
RI
M
=
1
8
0
4
.
1
7
S=0.03
2
8
S=0.03
2
8
Q = cfs
V = fpsMAX
100 28.93
14.04
Q = cfs
V = fpsMAX
100 13.83
11.77
22
+
8
9
.
4
7
17
9
1
.
8
0
I
N
V
22
+
9
4
.
1
4
17
9
2
.
9
6
I
N
V
17
8
3
.
9
4
I
N
V
20
+
5
0
.
0
0
17
8
3
.
9
4
I
N
V
EXIST. FINISHED SURFACE
OVER C\L STORM DRAIN
PROP. FINISHED SURFACE
OVER C/L STORM DRAIN
25
+
2
9
.
7
2
18
0
0
.
6
8
I
N
V
/
B
C
D=
8
.
8
2
'
25+32.22
CL MH NO.6
RIM=1812.41
25
+
3
3
.
7
2
18
0
0
.
8
1
I
N
V
25
+
7
0
.
0
0
18
0
2
.
0
0
I
N
V
CONSTRUCT
36.28 L.F.
24" DIA. RCP
D-LOAD=1400
PROP. SEWER PER
DWG.6408
S=0.03
2
8
21
+
7
7
.
3
4
17
8
8
.
1
2
I
N
V
21
+
8
2
.
0
1
17
8
8
.
2
7
I
N
V
24"
R
C
P
L
A
T
'
A
-
3
J
'
17
8
8
.
6
4
I
N
V
18
"
R
C
P
L
A
T
'
A
-
3
H
'
18
"
R
C
P
L
A
T
'
A
-
3
I
'
17
9
3
.
2
3
I
N
V
HGL100
CONSTRUCT 107.46 L.F.
36" DIA. RCP
D-LOAD=1400
Q = cfs
V = fpsMAX
100 18.83
12.60 CONSTRUCT 212.29 L.F.
24" DIA. RCP
D-LOAD=1400
S=0.03
2
8
Q = cfs
V = fpsMAX
100 13.83
11.78
27
+
8
2
.
2
9
18
0
8
.
9
7
I
N
V
/
E
C
25
+
7
0
.
0
0
18
0
2
.
0
0
I
N
V
EXIST. FINISHED SURFACE
OVER C\L STORM DRAIN
PROP. FINISHED SURFACE
OVER C/L STORM DRAIN
27
+
1
9
.
0
5
18
0
6
.
9
0
I
N
V
/
P
R
C
PROP. SEWER PER
DWG.6408
HGL100
LINE DATA
LINE #
L3
L9
L10
L11
BEARING
N45°48'11"E
N01°20'59"E
N00°47'18"E
N89°11'49"W
DISTANCE
483.72'
57.12'
40.29'
23.33'
CURVE DATA
CURVE #
C3
C4
RADIUS
369.00'
45.00'
LENGTH
185.33'
63.24'
DELTA
28°46'37"
80°30'54"
10
+
0
2
.
5
1
E
L
E
V
'
R
'
17
8
8
.
6
4
I
N
V
CONSTRUCT 51.94 L.F.
24" DIA. RCP
D-LOAD=3000
10
+
5
7
.
1
2
17
9
1
.
0
7
I
N
V
EXIST. FINISHED SURFACE
OVER C\L STORM DRAIN
PROP. FINISHED SURFACE
OVER C/L STORM DRAIN
S=
0
.
0
4
4
6
36
"
R
C
P
17
8
8
.
1
4
I
N
V
SS X-ING
10+15.71
1784.21 TOP 8" SS
1788.98 BOT. OF 18" SD
CLEAR: 4.77
R/W
Q = cfs
V = fpsMAX
100 10.10
11.21
HGL100
10
+
0
5
.
1
8
E
L
E
V
'
S
'
17
8
8
.
7
5
I
N
V
5/22/2024