HomeMy WebLinkAbout6408-4DATE:
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
SEWER IMPROVEMENT PLANS
5
May 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
6408
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'
5/7/24 4
23+00 24+00 25+00
SEWER LINE 'B' PROFILE
SEWER LINE 'B'
CITRUS AVENUE
CITRUS AVENUE SS PLAN & PROFILE
STA 23+66.79 TO 27+58.28
JOHN PREVITI AVENUE
26+00 27+00
SEWER CONSTRUCTION NOTES:
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER MAIN, PIPE BEDDING PER CITY OF
FONTANA STD. 2009
CONSTRUCT 48" MANHOLE PER CITY OF FONTANA STD. 2001.
INSTALL MANUFACTURER APPROVED END CAP AT END OF LINE
REMOVE PLUG END AND CONNECT TO EXISTING V.C.P. SEWER MAIN
ABANDON EXISTING WATER LINE WHERE APPLICABLE, REMOVE WHEN IN CONFLICT
WITH PROPOSED SEWER (WHERE WATER LINE IS REMOVED, SLURRY BACKFILL VOID)
CONSTRUCT CONCRETE CRADLE (20 L.F. - CENTER ON PIPE) PER DETAIL ON SHEET 5
1
3
4
5
7
8
1805 -
1815 -
1825 -
-1805
-1815
-1825
1835 --1835
28+00 29+00
14
FW
FW
28
+
5
2
.
4
8
CL
S
S
M
H
#
9
25
+
6
5
.
5
0
CL
S
S
M
H
#
8
DW
X
-
I
N
G
24
+
8
4
.
1
4
18
1
6
.
8
9
B
O
T
1
2
"
D
W
18
1
4
.
4
2
T
O
P
8
"
S
S
CL
E
A
R
=
2
.
4
7
'
23
+
6
4
.
7
9
CL
E
X
I
S
T
.
S
S
M
H
23
+
6
6
.
7
9
EX
I
S
T
.
P
L
U
G
T
O
B
E
RE
M
O
V
E
D
L5
C4
28
+
5
9
.
4
8
CA
P
E
N
D
24+99.25 SS LINE 'B'
JOHN PREVITI AVE. C/L STA. 307+09.57 =
CITRUS AVE. C/L STA. 140+65.23
FW
X
-
I
N
G
24
+
2
9
.
5
0
18
1
5
.
5
7
B
O
T
1
2
"
F
W
18
1
3
.
0
8
T
O
P
8
"
S
S
CL
E
A
R
=
2
.
4
9
'
C5
DW
X
-
I
N
G
24
+
1
9
.
5
0
18
1
5
.
6
3
B
O
T
8
"
D
W
18
1
2
.
8
5
T
O
P
8
"
S
S
CL
E
A
R
=
2
.
7
8
'
SD
X
-
I
N
G
23
+
8
6
.
2
6
18
1
1
.
0
2
B
O
T
8
"
S
S
18
0
8
.
8
5
T
O
P
6
0
"
S
D
CL
E
A
R
=
2
.
1
7
'
LINE DATA
LINE #
L5
BEARING
N00°35'58"E
DISTANCE
196.71'
CURVE DATA
CURVE #
C4
C5
RADIUS
835.00'
835.00'
LENGTH
286.98'
5.00'
DELTA
19°41'32"
0°20'35"
DW X-ING
24+84.14
1816.69 BOT. 12" DW
1814.48 TOP 8" SS
CLEAR: 2.21'
INSTALL 282.98' L.F. 8" EXTRA
STRENGTH V.C.P. SEWER
S=(0.027
4
)
S=0.0267
18
1
5
.
8
4
I
N
V
OU
T
-
S
18
1
6
.
0
4
I
N
V
IN
-
N
18
2
3
.
6
0
I
N
V
OU
T
-
S
18
2
3
.
8
0
I
N
V
IN
-
N
D=
8
.
7
0
'
D=
8
.
6
0
'
25
+
6
3
.
5
0
E
N
D
P
I
P
E
25
+
6
7
.
5
0
B
E
G
P
I
P
E
28
+
5
0
.
4
8
E
N
D
P
I
P
E
28
+
5
4
.
4
8
B
E
G
P
I
P
E
EXISTING 8"
VCP SEWER
EXISTING FINISH
SURFACE
PROPOSED FINISH
SURFACE
EXISTING IMPROVED
FINISH SURFACE
23
+
6
2
.
7
9
18
1
0
.
3
9
I
N
V
25
+
6
5
.
5
0
CL
S
S
M
H
N
O
.
8
RI
M
=
1
8
2
4
.
5
4
28
+
5
2
.
4
8
CL
S
S
M
H
N
O
.
9
RI
M
=
1
8
3
2
.
2
0
S=0.0267
18
1
0
.
5
9
I
N
V
IN
-
N
23
+
6
6
.
7
9
BE
G
P
I
P
E
INSTALL 196.71' L.F. 8" EXTRA
STRENGTH V.C.P. SEWER
28
+
5
9
.
4
8
18
2
3
.
9
3
I
N
V
CA
P
E
N
D
INSTALL 5' L.F. 8" EXTRA
STRENGTH V.C.P. SEWER
PROP. 96" SD
PER DWG.6407
DW X-ING
24+19.51
1815.54 BOT. 8" DW
1812.76 TOP 8" SS
CLEAR: 2.78'
FW X-ING
24+29.51
1815.50 BOT. 12" FW
1813.02 TOP 8" SS
CLEAR: 2.48'
SD X-ING
23+86.26
1808.85 TOP 60" SD
1811.02 BOT 8" SS
CLEAR: 2.17'
PROPOSED
CONCRETE CRADLE20'
5/22/2024