HomeMy WebLinkAbout6527-5DATE:
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
71+
5
0
.
0
0
-
M
A
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
4
72+00 73+00 74+00 75+00
1725-
1735-
-1725
-1735
1745--1745
5
71
+
5
0
.
0
0
-
M
A
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
4
-1720
-1730
-1740
1720-
1730-
1740-
10+0011+00 11+00
STORM DRAIN LINE 'A'
STORM DRAIN LINE 'A-5' PROFILESTORM DRAIN LINE 'A' PROFILE
CATCH BASIN #10
TABLE
VI H W
5'4"14'
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 42" 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.
CONSTRUCT 36" 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
3
5
6
7
10
12
13
CATCH BASIN #11
TABLE
VI H W
8'4"14'
JOHN PREVITI AVENUE SD PLAN & PROFILE
STA 72+00.00 TO 74+13.74
71+00
SD MANHOLE NO.6 TABLE
A-10 A-6 B-10 B-6 C-10 C-6 D1 D2 R-10 S-10 R-6 S-6
45°34'59"45°50'16"2'3'4.5'5'2'3.5'1731.99 1731.57 1731.11 1731.07
1715--1715
STORM DRAIN
LAT 'A-11' PROFILE
(N
)
9
0
W
(N
)
9
0
W
(N
)
9
0
W
(N
)
9
0
W
(N
)
9
0
W
(N
)
9
0
W
3:1
71
+
0
0
72
+
0
0
73+0
0
74+
0
0
STA 7
3
+
6
0
.
3
8
ST
A
7
3
+
6
5
.
6
2
C/
L
S
D
M
H
N
O
.
6
RI
M
=
1
7
4
2
.
2
7
STA
1
0
+
0
6
.
5
3
BE
G
I
N
L
I
N
E
'
A
-
5
'
SE
E
P
R
O
F
I
L
E
H
E
R
E
O
N
ST
A
1
0
+
0
6
.
2
7
BE
G
I
N
L
I
N
E
'
A
-
6
'
SE
E
P
R
O
F
I
L
E
O
N
S
H
E
E
T
6
ST
A
1
0
+
0
6
.
2
7
BE
G
I
N
L
A
T
'
A
-
1
0
'
SE
E
P
R
O
F
I
L
E
O
N
S
H
E
E
T
6
ST
A
1
0
+
0
6
.
3
4
BE
G
I
N
L
A
T
'
A
-
1
1
'
SE
E
P
R
O
F
I
L
E
H
E
R
E
O
N
ST
A
1
0
+
6
7
.
1
3
EN
D
L
I
N
E
'
A
-
5
'
STA
1
0
+
3
0
.
6
4
SS
X
-
I
N
G
ST
A
1
0
+
4
8
.
0
6
EN
D
L
I
N
E
'
A
-
6
'
ST
A
1
0
+
2
2
.
1
9
DW
X
-
I
N
G
ST
.
S
T
A
2
7
8
+
9
2
.
6
5
C/
L
C
.
B
.
N
O
.
1
0
ST
A
1
0
+
3
4
.
9
0
SS
X
-
I
N
G
STA 10+76.52
END LAT 'A-11'
ST
.
S
T
A
2
7
8
+
8
3
.
1
0
C/
L
C
.
B
.
N
O
.
1
1
ST
A
1
0
+
6
0
.
0
2
EN
D
L
A
T
'
A
-
1
0
'
5
JOHN PREVITI
AVENUE
5
EX. R/W
EX. R/W
2
1
2
1
3
PROP. 12" WATER
PER D25011
EX. 12" SEWER
PER DWG. 6139
11
'
16
'
VA
R
I
E
S
VA
R
I
E
S
13
6
ST
A
7
1
+
9
2
.
3
0
ST
A
7
2
+
0
0
.
6
0
ST
A
1
0
+
5
9
.
7
2
C\L
L
I
N
E
'
A
-
5
'
M
H
RIM
=
1
7
3
7
.
4
1
7
ST
A
1
0
+
6
7
.
3
5
DW
X
-
I
N
G
12
10
2
ST
A
1
0
+
7
7
.
5
6
EN
D
3
6
"
R
C
P
RI
S
E
R
#
1
PROP. EARTHEN SWALE
PER STREET IMPROVEMENT
PLAN DWG. 6526
10
2
17
2
8
.
0
0
I
N
V
.
RIS
E
R
#
2
13
73
+
6
0
.
8
0
17
3
0
.
7
3
I
N
V
HGL100
71
+
5
0
.
0
0
17
2
5
.
0
5
I
N
V
S=0.0270
CONSTRUCT 160.2 L.F.
42" DIA. RCP
D-LOAD=1350
EXIST. FINISHED SURFACE
OVER C\L STORM DRAIN
PROP. FINISHED SURFACE
OVER C/L STORM DRAIN
73
+
6
5
.
6
2
CL
M
.
H
.
N
O
.
6
RI
M
=
1
7
4
2
.
2
7
S=0.027
0
Q = cfs
V = fpsMAX
100 60.96
14.27
36" RCP
L
I
N
E
'
A
-
5
'
1726.54
I
N
V
72
+
0
0
.
6
0
17
2
6
.
4
0
I
N
V
71
+
9
2
.
3
0
17
2
6
.
1
9
I
N
V
CONSTRUCT
42.3 L.F.
42" DIA. RCP
D-LOAD=1350
Q = cfs
V = fpsMAX
100 105.1
17.9
36" RCP
L
I
N
E
'
A
-
6
'
1731.07
I
N
V
24" RCP
L
A
T
'
A
-
1
0
'
1731.57
I
N
V
D=
7
.
6
'
73
+
6
7
.
9
6
17
3
2
.
4
3
I
N
V
73
+
9
1
.
1
1
17
3
2
.
9
7
I
N
V
-
B
C
74
+
3
7
.
8
8
17
3
4
.
0
8
I
N
V
-
E
C
74
+
3
8
.
5
6
17
3
4
.
0
8
I
N
V
LAT. A-11
CONSTRUCT
70.61 L.F.
24" DIA. RCP
D-LOAD=1350
Q = cfs
V = fpsMAX
100 3.90
7.63
74
+
4
0
.
4
8
C.
B
.
N
O
.
1
1
D=
7
.
5
'
S=0.0234
HGL25
Q = cfs
V = fpsMAX
25 84.39
17.04
Q = cfs
V = fpsMAX
25 48.88
13.98
Q = cfs
V = fpsMAX
25 3.15
7.20
72+44
.
9
7
1733.5
5
I
N
V
-
1
"
I
R
R
I
G
.
S
E
R
V
I
C
E
1731.4
7
T
O
P
-
4
2
"
S
.
D
.
2.08' C
L
E
A
R
.
74+29
.
3
9
1738.4
6
I
N
V
-
1
2
"
W
A
T
.
1736.1
3
T
O
P
-
2
4
"
S
.
D
.
2.33' C
L
E
A
R
.
CONSTRUCT 6.41 L.F.
36" DIA. RCP
D-LOAD=1350 Q = cfs
V = fpsMAX
100 44.16
6.25
D=
7
'
EXIST. FINISHED SURFACE
OVER C\L STORM DRAIN
PROP. FINISHED SURFACE
OVER C/L STORM DRAIN
R/W
S=0.0100
10
+
6
7
.
1
3
17
2
7
.
1
9
I
N
V
10
+
4
4
.
4
1
17
2
6
.
9
6
I
N
V
-
E
C
10
+
0
8
.
3
7
17
2
6
.
6
0
I
N
V
-
B
C
10
+
0
6
.
5
3
17
2
6
.
5
8
I
N
V
'
R
'
42" RCP SD LINE 'A'
1726.32 INV
17
1
8
.
3
9
T
O
P
E
X
.
S
E
W
E
R
8.
1
'
C
L
E
A
R
17
3
1
.
6
0
B
O
T
12
"
D
.
I
.
P
W
A
T
E
R
L
I
N
E
17
2
6
.
4
9
B
O
T
3
6
"
R
C
P
10
+
0
2
.
4
7
17
2
6
.
5
4
I
N
V
'
S
'
HGL100
CL
L
I
N
E
'
A
-
5
'
M
H
RI
M
=
1
7
3
7
.
4
1
10
+
6
0
.
7
2
17
2
7
.
1
2
I
N
V
10
+
5
6
.
0
6
17
2
7
.
0
8
I
N
V
CONSTRUCT 49.53 L.F.
36" DIA. RCP
D-LOAD=1350
PROPOSED
TEMPORARY
36" DIA. RISER
1733.0 FG
1734.0
TOP OF RISER
1736.0
WATER SURFACE
ELEVATION
1738.0 FG
D=
1
.
7
'
PROP.
COLLAR
10
+
8
8
.
0
9
17
2
8
.
0
0
I
N
V
S=0.
0
3
8
8
CONSTRUCT 20.96 L.F.
36" DIA. RCP
D-LOAD=1350
CURVE DATA
CURVE #
C5
C6
C12
C13
C14
C15
RADIUS
836.00'
836.00'
45.00'
45.00'
836.00'
45.00'
LENGTH
50.00'
162.04'
36.05'
35.57'
29.07'
45.93'
DELTA
3°25'36"
11°06'20"
45°53'47"
45°17'03"
1°59'31"
58°28'45"
LINE DATA
LINE #
L24
L25
L26
L27
L28
L29
L30
L31
BEARING
N16°12'17"E
N29°41'31"W
N04°01'10"E
N41°15'53"W
N73°41'36"W
N84°33'35"W
S84°33'35"E
N29°41'31"W
DISTANCE
8.37'
22.72'
11.94'
12.52'
1.53'
48.06'
31.00'
20.96'
9/24/2025