HomeMy WebLinkAbout6408-3DATE:
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
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 3
1795 -
1785 -
1775 -
32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00
SEWER LINE 'A' PROFILE
SEWER LINE 'A'
-1810
-1800
-1790
31
+
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 SS PLAN & PROFILE
STA 31+50.00 TO 38+50.35
31
+
5
0
.
0
0
-
M
A
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
2
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
INSTALL 60" MANHOLE PER I.E.U.A. STANDARD SEWER MANHOLE PER DETAIL ON
SHEET 5, MANHOLE TO BE CONSTRUCTED WITH STEEL STEPS PER SPPWC STD. PLAN
NO. 635-3, SEE SHEET 5
1
3
4
6
ID
E
N
T
I
C
A
L
PO
I
N
T
S
-18201805 -
ID
E
N
T
I
C
A
L
PO
I
N
T
S
LINE DATA
LINE #
L3
L4
L8
BEARING
N45°48'11"E
N45°48'11"E
N13°26'08"W
DISTANCE
209.00'
196.87'
16.25'
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
.
MET
E
R
S
RES
.
MET
E
R
S
TAP
B
O
X
HO
U
S
E
M
E
T
E
R
PV
D
I
S
C
NGO
M
ME
T
E
R
PV
D
I
S
C
RES
.
MET
E
R
S
RES
.
ME
T
E
R
S
RES
.
MET
E
R
S
MPOE
EL
E
C
T
R
I
C
A
L
EL
E
C
T
R
I
C
A
L
W/
H
FI
R
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
FI
R
E
RI
S
E
R
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDSDS
RD RD RD
MPOE
DS DS
HB
HB
HB
JOHN PREVITI AVENUE
36
+
4
5
.
9
8
CL
S
S
M
H
N
O
.
6
34
+
4
4
.
1
0
CL
S
S
M
H
N
O
.
5
32
+
3
0
.
1
0
CL
S
S
M
H
N
O
.
4
L3 L4
SD
X
-
I
N
G
34
+
1
4
.
1
9
17
9
3
.
5
6
B
O
T
1
8
"
S
D
17
8
7
.
6
7
T
O
P
8
"
S
S
CL
E
A
R
=
5
.
8
9
'
C3
SD
X
-
I
N
G
33
+
0
1
.
6
6
17
8
8
.
9
8
B
O
T
2
4
"
S
D
17
8
4
.
2
1
T
O
P
8
"
S
S
CL
E
A
R
=
4
.
7
7
'
L8
38
+
8
4
.
3
5
CA
P
E
N
D
38
+
5
0
.
3
5
CL
S
S
M
H
N
O
.
7
38
+
7
0
.
6
0
CL
S
S
M
H
N
O
.
1
2
17
9
6
.
3
1
I
N
V
OU
T
-
S
17
9
6
.
5
1
I
N
V
IN
-
N
18
0
5
.
3
0
I
N
V
OU
T
-
S
S=0.0
4
4
0
36
+
4
3
.
4
8
E
N
D
P
I
P
E
36
+
4
8
.
4
8
B
E
G
P
I
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E
38
+
8
4
.
3
5
18
0
6
.
2
5
I
N
V
CA
P
E
N
D
35
+
5
0
.
0
0
17
9
2
.
8
0
I
N
V
36
+
4
5
.
9
8
CL
S
S
M
H
N
O
.
6
RI
M
=
1
8
1
2
.
4
7
38+50.35
CL SSMH NO.7
RIM=1820.10
INSTALL 93.48' L.F. 8" EXTRA
STRENGTH V.C.P. SEWER
S=0.03
7
6
EXISTING FINISH
SURFACE
PROPOSED FINISH
SURFACE
INSTALL 199.87' L.F. 8" EXTRA
STRENGTH V.C.P. SEWER
D=
1
6
.
1
6
'
D=
1
4
.
8
0
'
PROP. STORM DRAIN
PER DWG. 6407 18
0
5
.
5
0
I
N
V
IN
-
E
D=
1
4
.
5
7
'
18
0
6
.
0
2
I
N
V
IN
-
N
INSTALL 16.25' L.F. 8" EXTRA
STRENGTH V.C.P. SEWER
38
+
4
8
.
3
5
E
N
D
P
I
P
E
38
+
5
2
.
3
5
B
E
G
P
I
P
E
38
+
6
8
.
6
0
E
N
D
P
I
P
E
38
+
7
2
.
6
0
B
E
G
P
I
P
E
INSTALL 11.75' L.F. 8" EXTRA
STRENGTH V.C.P. SEWER
38+70.60
CL SSMH NO.12
RIM=1820.39
S=0.0200
18
0
5
.
8
2
I
N
V
OU
T
-
S
S=0.0200
R/W
17
8
0
.
6
5
I
N
V
OU
T
-
S
17
8
0
.
8
5
I
N
V
IN
-
N
17
8
8
.
7
1
I
N
V
OU
T
-
S
17
8
8
.
9
1
I
N
V
IN
-
N
S=0.03
7
6
S=0.03
7
6
INSTALL 209' L.F. 8" EXTRA
STRENGTH V.C.P. SEWER
INSTALL 103.4' L.F. 8" EXTRA
STRENGTH V.C.P. SEWER
32
+
2
7
.
6
0
E
N
D
P
I
P
E
32
+
3
2
.
6
0
B
E
G
P
I
P
E
34
+
4
1
.
6
0
E
N
D
P
I
P
E
34
+
4
6
.
6
0
B
E
G
P
I
P
E
INSTALL 77.6' L.F. 8" EXTRA
STRENGTH V.C.P. SEWER
S=0.0200
31
+
5
0
.
0
0
17
7
9
.
0
9
I
N
V
35
+
5
0
.
0
0
17
9
2
.
8
0
I
N
V
EXISTING FINISH
SURFACE
32
+
3
0
.
1
2
CL
S
S
M
H
N
O
.
4
RI
M
=
1
7
9
8
.
1
4
34
+
4
4
.
0
9
CL
S
S
M
H
N
O
.
5
RI
M
=
1
8
0
5
.
5
1
PROPOSED FINISH
SURFACE
D=
1
7
.
4
9
'
D=
1
6
.
8
'
SD X-ING
33+01.66
1788.98 BOT 24" SD
1784.12 TOP 8" SS
CLEAR: 4.77'
SD X-ING
34+14.19
1794.22 BOT 18" SD
1788.35 TOP 8" SS
CLEAR: 5.87'PROP. STORM DRAIN
PER DWG. 6407
CURVE DATA
CURVE #
C3
RADIUS
380.00'
LENGTH
199.87'
DELTA
30°08'08"
5/22/2024