HomeMy WebLinkAbout6527-3DATE:
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
September 2025
AS SHOWNJV
CEA/RE
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
6527
PROFILE
PLAN 1"= 40'
VERT 1"= 4'
HORIZ 1"= 40'
909.581.0676
3257 E Guasti Rd, Suite 300
Ontario, California 91761
fuscoe.com
9/16/25
1685-
1695-
1705-
58
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0
0
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M
A
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C
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SE
E
S
H
E
E
T
2
58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00
65
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4
1715-
-1685
-1695
-1705
-1715
65
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0
0
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L
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4
58
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2
3
-1680
-1690
-1700
-1680-
-1690-
-1700-
10+00 11+00
STORM DRAIN LINE 'A'
STORM DRAIN LINE LAT 'A-7' PROFILESTORM DRAIN LINE 'A' PROFILE
CATCH BASIN #6
TABLE
VI H W
5'4"14'
SD MANHOLE NO.2 TABLE
A-2 A-7 B-2 B-7 C-2 C-7 D1 D2 R-2 S-2 R-7 S-7
45°0'0"60°0'0"3'2'0.95'0.95'4'4'1690.87 1690.87 1691.37 1691.37
STORM DRAIN CONSTRUCTION NOTES:
CONSTRUCT 24" RCP STORM DRAIN LINE, TRENCH AND BEDDING DETAIL 1 SEE SHEET 7.
CONSTRUCT 36" RCP STORM DRAIN LINE, TRENCH AND BEDDING DETAIL 1 SEE SHEET 7.
CONSTRUCT 48" RCP STORM DRAIN LINE, TRENCH AND BEDDING DETAIL 1 SEE SHEET 7.
CONSTRUCT CONCRETE CATCH BASIN PER CITY OF FONTANA STD. PLAN NO. 3004 WITH
STORM TEK CONNECTOR PIPE SCREEN FILTER. SEE DETAIL ON SHEET 7.
CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN NO. 3011.
CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN NO. 3012.
INSTALL CAP AT END OF LINE. SEE DETAIL 4 ON SHEET 7.
CONSTRUCT 48" DIAMETER TEMPORARY C.M.P. RISER PER DETAIL 4 ON SHEET 7
CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN NO. 3010.
CONSTRUCT RCP PIPE COLLAR PER DETAIL ON SHEET 7
1
2
4
5
6
7
8
11
12
13
CATCH BASIN #7
TABLE
VI H W
7'4"14'
JOHN PREVITI AVENUE SD PLAN & PROFILE
STA 58+00.00 TO 65+00.00
SD MANHOLE NO.3 TABLE
A B C D1 D2 R S
45°3'5'4'4'1705.07 1705.03
STORM DRAIN LINE 'A-2' PROFILE
10+0011+00
1680-
1690-
1700-
STA 64+04.82
STA 64+11.98STA 59+88.66
STA 59+94.99STA 58+87.41
STA 58+80.74
ST
A
5
8
+
8
5
.
4
1
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2
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1
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6
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6
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3
3
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3
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6
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3
4
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6
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2
6
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2
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3
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4
7
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2
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3
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2
6
.
6
8
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4
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6
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.
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6
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7
JOHN PREVITI AVENUE
ST
A
1
0
+
5
5
.
7
0
C\
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A
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3
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=
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1
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1
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7
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STA 58+47.19
STA 58+53.86
17
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.
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#
3
16
9
4
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#
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S=0.027
0
64
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1
1
.
9
8
17
0
4
.
6
2
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V
CONSTRUCT 88.02 L.F.
48" DIA. RCP
D-LOAD=1350
59
+
9
4
.
9
9
16
9
3
.
3
6
I
N
V
58
+
8
7
.
4
1
16
9
0
.
4
6
I
N
V
64
+
0
4
.
8
2
17
0
4
.
4
3
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V
59
+
8
8
.
6
6
16
9
3
.
1
9
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N
V
58
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8
0
.
7
4
16
9
0
.
2
8
I
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V
CONSTRUCT 409.83 L.F.
48" DIA. RCP
D-LOAD=1350
CONSTRUCT 101.25 L.F.
48" DIA. RCP
D-LOAD=1350
EXISTING SEWER PER
DWG.6139
EXIST. FINISHED SURFACE
OVER C\L STORM DRAIN
PROP. FINISHED SURFACE
OVER C/L STORM DRAIN
58
+
0
0
.
0
0
16
8
8
.
1
0
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CONST.
47.19 L.F.
48" DIA. RCP
D-LOAD=1350
65
+
0
0
.
0
0
17
0
7
.
0
0
I
N
V
S=0.0270
36" RCP
L
I
N
E
'
A
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2
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1689.96
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V
58
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8
5
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4
1
CL
M
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.
2
RI
M
=
1
7
0
3
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2
7
64+09.65
CL M.H. NO. 3
RIM=1716.56
S=0.0270
36" RCP
L
I
N
E
'
A
-
3
'
1705.03
I
N
V
HGL100
Q = cfs
V = fpsMAX
100 149.7
11.9
Q = cfs
V = fpsMAX
100 146.5
18.9
24" RCP
L
A
T
'
A
-
7
'
1691.37
I
N
V
24" RCP
L
A
T
'
A
-
6
'
1694.28
I
N
V
D=
8
.
5
'
D=
7
.
6
'
Q = cfs
V = fpsMAX
100 124.4
19.0
HGL25
Q = cfs
V = fpsMAX
25 117.8
18.68
Q = cfs
V = fpsMAX
25 99.92
17.99
58
+
4
7
.
1
9
16
8
9
.
3
7
I
N
V
58
+
5
3
.
8
6
16
8
9
.
5
5
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V
CONST.
26.88 L.F.
48" DIA. RCP
D-LOAD=1350
Q = cfs
V = fpsMAX
100 178.2
14.2
Q = cfs
V = fpsMAX
25 143.3
18.12
S=0.0270
Q = cfs
V = fpsMAX
100 178.2
14.2
Q = cfs
V = fpsMAX
25 143.3
18.12
Q = cfs
V = fpsMAX
25 120.4
18.56
EXIST. FINISHED SURFACE
OVER C\L STORM DRAIN
PROP. FINISHED SURFACE
OVER C/L STORM DRAIN
CONSTRUCT 30.64 L.F.
24" DIA. RCP
D-LOAD=1350
Q = cfs
V = fpsMAX
100 3.56
1.13
D=
4
.
1
'
S=
0
.
1
8
0
0
10
+
3
3
.
4
7
16
9
6
.
8
9
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V
CB NO. 7
W=14' , V=7.0'
1703.89 TC
10
+
0
2
.
8
3
16
9
1
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3
7
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V
CL
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2
RI
M
=
1
7
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3
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2
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16
9
8
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4
2
B
O
T
1
2
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D
.
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.
P
W
A
T
E
R
16
9
7
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1
8
T
O
P
2
4
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R
C
P
1.
2
4
'
C
L
E
A
R
HGL100
CURVE DATA
CURVE #
C8
C9
C10
RADIUS
45.00'
45.00'
45.00'
LENGTH
22.26'
30.38'
35.34'
DELTA
28°20'32"
38°40'42"
45°00'00"
LINE DATA
LINE #
L4
L5
L6
L7
L13
L14
L15
L16
L17
L18
L19
L32
L33
L34
BEARING
N71°14'04"E
N71°14'04"E
N71°14'04"E
N71°14'04"E
N26°14'04"E
N02°06'28"W
S63°45'56"E
N26°14'04"E
S12°26'39"E
N26°14'04"E
N18°45'56"W
N18°45'56"W
S02°06'28"E
S42°53'32"W
DISTANCE
82.09'
107.72'
416.16'
94.03'
8.82'
33.24'
33.47'
7.08'
13.88'
8.85'
18.92'
22.00'
15.16'
22.33'
10
+
6
4
.
3
2
16
9
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5
7
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N
V
10
+
3
1
.
0
8
16
9
0
.
2
4
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-
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C
10
+
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8
2
16
9
0
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0
2
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V
-
B
C
10
+
0
2
.
8
3
16
8
9
.
9
6
I
N
V
48
"
R
C
P
S
D
L
I
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E
'
A
'
16
8
9
.
4
6
I
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V
16
8
7
.
8
2
TO
P
E
X
.
S
E
W
E
R
2.
0
6
'
C
L
E
A
R
16
8
9
.
8
8
B
O
T
3
6
"
R
C
P
EXIST. FINISHED SURFACE
OVER C\L STORM DRAIN
PROP. FINISHED SURFACE
OVER C/L STORM DRAIN
CONSTRUCT 49.3 L.F.
36" DIA. RCP
D-LOAD=1350
Q = cfs
V = fpsMAX
100 24.92
3.52
D=
8
.
5
'
R/W
HGL100
S=0.0100
D=
9
'
10
+
5
6
.
7
9
16
9
0
.
5
0
I
N
V
CONSTRUCT 7.53 L.F.
36" DIA. RCP
D-LOAD=1350
10+52.13
1690.45 INV
CL
L
I
N
E
'
A
-
2
'
M
H
RI
M
=
1
7
0
3
.
1
2
CONSTRUCT 37.49 L.F.
36" DIA. RCP
D-LOAD=1350
PROPOSED
TEMPORARY
48" DIA. RISER
1700.0 FG
1701.0
TOP OF RISER
1703.0
WATER SURFACE
ELEVATION
1705.0 FG
PROP.
COLLARD=
2
.
7
'
S
=
0
.
0
9
1
4
11
+
0
1
.
8
1
16
9
4
.
0
0
I
N
V
9/24/2025