HomeMy WebLinkAbout6408-2DATE:
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
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 2
1785 -
1775 -
1765 -
25+00 26+00 27+00 28+00 29+00 30+00 31+00
SEWER LINE 'A' PROFILE
-1785
-1775
-1765
SEWER CONSTRUCTION NOTES:
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER MAIN, PIPE BEDDING PER CITY OF
FONTANA STD. 2009
INSTALL 10" 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
1
2
3
4
5
31
+
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 SS PLAN & PROFILE
STA 25+14.89 TO 31+50.00
31+
5
0
.
0
0
-
M
A
T
C
H
L
I
N
E
SEE
S
H
E
E
T
3
24+00
SEWER LINE 'A'
1795 --1795
-1785
-1775
-1765
1785-
1775-
1765-
10+00 11+0011+00
LAT 'A-1'LAT 'A-2'
LINE DATA
LINE #
L1
L2
L6
L7
BEARING
N00°13'18"E
N45°48'11"E
N66°06'59"W
N66°06'59"W
DISTANCE
193.06'
209.50'
44.01'
26.01'
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
DSDSDSDSDSDSDS
DS
DS
DS
DS
DS
DS
DS
RD
RD
RD
RD
RD
RD RD
RD
RD
STORAGESTORAGE
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
.
FI
R
E
RI
S
E
R
DS
ELECTRICAL MPOE
DS
HB
SD
X
-
I
N
G
26
+
9
1
.
4
5
17
7
0
.
5
0
T
O
P
1
0
"
S
S
17
7
1
.
5
9
B
O
T
3
0
"
S
D
CL
E
A
R
=
1
.
0
9
'
SD
X
-
I
N
G
28
+
9
8
.
3
1
17
7
8
.
4
2
B
O
T
1
8
"
S
D
17
7
4
.
6
9
T
O
P
8
"
S
S
CL
E
A
R
=
3
.
7
3
'
28
+
6
0
.
7
3
CL
S
S
M
H
N
O
.
2
27
+
1
4
.
9
5
CL
S
S
M
H
N
O
.
1
30+
1
6
.
1
0
CL S
S
M
H
N
O
.
3
25
+
1
9
.
8
9
EX
I
S
T
.
P
L
U
G
T
O
B
E
RE
M
O
V
E
D
BE
G
I
N
P
I
P
E
25
+
1
2
.
8
9
CL
E
X
I
S
T
.
S
S
M
H
C/L
I
N
T
.
S
S
28
+
6
0
.
7
3
S
S
L
I
N
E
'
A
'
=
10
+
0
0
.
0
0
S
S
L
I
N
E
'
X
'
L1
C1
C2
L
2
10
+
0
2
.
0
0
BE
G
I
N
L
A
T
'
A
-
1
'
SE
E
P
R
O
F
I
L
E
H
E
R
E
O
N
10
+
2
0
.
2
6
CL
S
S
M
H
N
O
.
1
1
10
+
0
2
.
0
0
BE
G
I
N
L
A
T
'
A
-
2
'
SE
E
P
R
O
F
I
L
E
H
E
R
E
O
N
SD
X
-
I
N
G
10
+
1
1
.
0
0
DW
X
-
I
N
G
10
+
2
0
.
0
1
10
+
3
0
.
0
1
CL
S
S
M
H
N
O
.
1
0
10
+
4
4
.
0
1
CA
P
E
N
D
L6
L7
10
+
3
4
.
0
1
CA
P
E
N
D
JOHN PREVITI AVENUE
INSTALL 193.06' L.F. 10" EXTRA
STRENGTH V.C.P. SEWER
25
+
1
9
.
8
9
BE
G
P
I
P
E
17
7
0
.
0
0
I
N
V
OU
T
-
S
17
6
6
.
1
4
I
N
V
IN
-
N
17
7
3
.
0
3
I
N
V
OU
T
-
S
17
7
3
.
2
3
I
N
V
IN
-
N
17
7
6
.
2
5
I
N
V
OU
T
-
S
17
7
6
.
4
5
I
N
V
IN
-
N
S=0.0200
S=0.0200
S=0.0200
S=0.0200
INSTALL 141.78' L.F. 10" EXTRA
STRENGTH V.C.P. SEWER
INSTALL 151.38' L.F. 8" EXTRA
STRENGTH V.C.P. SEWER
INSTALL 131.9' L.F. 8" EXTRA
STRENGTH V.C.P. SEWER
17
7
0
.
2
0
I
N
V
IN
-
N
27
+
1
2
.
9
5
E
N
D
P
I
P
E
27
+
1
6
.
9
5
B
E
G
P
I
P
E
28
+
5
8
.
7
3
E
N
D
P
I
P
E
28
+
6
2
.
7
3
B
E
G
P
I
P
E
30
+
1
4
.
1
0
E
N
D
P
I
P
E
30
+
1
8
.
1
0
B
E
G
P
I
P
E
31
+
5
0
.
0
0
17
7
9
.
0
9
I
N
V
25
+
1
0
.
8
9
(1
7
6
5
.
8
4
)
I
N
V
EXISTING 10"
VCP SEWER
EXISTING
SWALE
27
+
1
4
.
9
5
CL
S
S
M
H
N
O
.
1
RI
M
=
1
7
8
2
.
6
2
28
+
6
0
.
7
3
CL
S
S
M
H
N
O
.
2
RI
M
=
1
7
8
6
.
0
5
30
+
1
6
.
1
0
CL
S
S
M
H
N
O
.
3
RI
M
=
1
7
9
0
.
7
9
PROPOSED FINISH
SURFACE
S=(0.0209)
D=
1
2
.
6
'
D=
1
3
.
0
2
'
D=
1
4
.
5
4
'
EXISTING IMPROVED
FINISH SURFACE
SD X-ING
26+91.32
1771.59 BOT 30" SD
1770.50 TOP 10" SS
CLEAR: 1.09'
PROP. STORM DRAIN
PER DWG. 6407
EXIST. STORM DRAIN
PER DWG. 6239
SD X-ING
28+98.31
1778.42 BOT 18" SD
1774.69 TOP 8" SS
CLEAR: 3.73'
1
7
7
3
.
2
3
I
N
V
I
N
-
E
,
I
N
-
W
25
+
1
4
.
8
9
(1
7
6
6
.
0
4
)
I
N
V
CURVE DATA
CURVE #
C1
C2
RADIUS
380.00'
380.00'
LENGTH
141.78'
151.38'
DELTA
21°22'36"
22°49'28"
10
+
0
2
.
0
0
17
7
3
.
2
3
I
N
V
L
A
T
'
A
-
2
'
10
+
0
2
.
0
0
17
7
3
.
2
3
I
N
V
LA
T
'
A
-
1
'
SD X-ING
10+11.00
1775.33 BOT 36" SD
1774.16 TOP 8" SS
CLEAR: 1.17'
DW X-ING
10+20.01
1780.59 BOT 12" DW
1774.34 TOP 8" SS
CLEAR: 6.25'
PROPOSED
FINISH SURFACE
EXISTING
FINISH SURFACE
10
+
0
0
.
0
0
CL
S
S
M
H
N
O
.
2
RI
M
=
1
7
8
6
.
0
5
10
+
3
0
.
0
1
CL
S
S
M
H
N
O
.
1
0
RI
M
=
1
7
8
6
.
3
1
R/W
10
+
1
8
.
2
6
17
7
3
.
5
6
I
N
V
10
+
2
8
.
0
1
17
7
3
.
7
5
I
N
V
10
+
3
2
.
0
1
17
7
3
.
9
5
I
N
V
10
+
4
4
.
0
2
17
7
4
.
1
0
I
N
V
CA
P
E
N
D
INSTALL 16.26' L.F. 8" EXTRA
STRENGTH V.C.P. SEWER
INSTALL 26.01' L.F. 8" EXTRA
STRENGTH V.C.P. SEWER
INSTALL 12' L.F. 8" EXTRA
STRENGTH V.C.P. SEWER
S=0.0200 S=0.0200
S=0.0122
FUTURE SEWER
S=0.0122
R/W
10
+
2
0
.
2
6
CL
S
S
M
H
N
O
.
1
1
RI
M
=
1
7
8
6
.
3
7
10
+
2
2
.
2
6
17
7
3
.
7
6
I
N
V
10
+
3
4
.
0
1
17
7
3
.
9
9
I
N
V
CA
P
E
N
D
INSTALL 11.75' L.F. 8" EXTRA
STRENGTH V.C.P. SEWER
SS
L
I
N
E
'
A
'
10
+
0
0
.
0
0
,
1
7
7
3
.
0
3
I
N
V
D=
1
2
.
8
1
'
D=
1
2
.
5
6
'
5/22/2024