HomeMy WebLinkAbout6407-4DATE:
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
STORM DRAIN IMPROVEMENT PLANS
7
5/20/24
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
6407
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'
5/20/24 4
46+00 47+00 48+00 49+00 50+00 51+00 52+00
STORM DRAIN LINE 'A-3' PROFILE
STORM DRAIN LINE 'A-3'
CITRUS AVENUE SD PLAN & PROFILE
STA 46+30.00 TO 52+00.00
WHERE VELOCITY IS > 20 FPS
PROVIDE MINIMUM 1-1/2 ADDITIONAL
CONCRETE COVER OVER REINFORCEMENT AND
CONCRETE STRENGTH SHALL BE 5,000 PSI FOR
V > 20 FPS AND 6,000 PSI FOR V > 30 FPS
SEE NOTE 34 ON SHEET 1.
**
52
+
0
0
.
0
0
-
M
A
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
5
1810 -
1800 -
1790 -
-1820
-1800
-1790
52
+
0
0
.
0
0
-
M
A
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
5
1820 -
-1810
STORM DRAIN CONSTRUCTION NOTES:
CONSTRUCT 96" RCP STORM DRAIN LINE, TRENCH AND BEDDING DETAIL 1 SEE SHEET 6.
CONSTRUCT CONCRETE CATCH BASIN PER CITY OF FONTANA STD. PLAN NO. 3004.
CONSTRUCT STORM DRAIN MANHOLE SHAFT PER CITY OF FONTANA STD. PLAN NO. 3014
(MH SHAFT WITH ECCENTRIC REDUCER) & STD. PLAN NO. 3019 (MH FRAME & COVER).
CONSTRUCT PIPE COLLAR PER DETAIL 3 ON SHEET 6.
CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN NO. 3011.
REMOVE EXISTING 36" STEEL GRATE INLET WITH 36" CMP RISER AND PORTION OF
CONFLICTING 18" RCP. SEE DETAIL 5 ON SHEET 6
CONSTRUCT 60" RCP STORM DRAIN LINE, TRENCH AND BEDDING DETAIL 1 SEE SHEET 6.
CONSTRUCT 60" CMP STORM DRAIN LINE, TRENCH AND BEDDING DETAIL 1 SEE SHEET 6.
CONSTRUCT CONCRETE PIPE COLLAR PER CITY OF FONTANA STD. PLAN NO. 3022
CONSTRUCT 60" CMP FLARED END WITH TRASH GUARD PER DETAIL 1 ON SHEET 7
CONSTRUCT CHAIN LINK FENCE PER DETAIL 6 ON SHEET 6 (H=6')
4
8
10
11
14
15
17
18
19
20
21
CATCH BASIN #5
TABLE
VI H W
9'4"14'
10+00 11+00
-1810
-1790
-1800
1810-
1790-
1800-
EXIST. C.B. NO.5 STORM DRAIN PROFILE
10+00 11+00
1810 -
1800 --1800
-1810
1820 --1820
STORM DRAIN LATERAL 'A-11' PROFILE
FO
N
T
U
S
W
A
Y
FW
FW
CITRUS AVE
JO
H
N
P
R
E
V
I
T
I
AV
E
FW
FW
BE
G
I
N
L
I
N
E
CI
T
R
U
S
A
V
E
.
C/
L
S
T
A
1
3
5
+
6
3
.
8
6
=
ST
A
4
6
+
3
0
.
0
0
ST
A
4
6
+
3
0
.
0
0
JO
I
N
E
X
I
S
T
.
ST
A
5
2
+
0
0
.
0
0
ST
A
5
1
+
9
7
.
6
2
BC
DW
X
-
I
N
G
ST
A
5
1
+
1
6
.
0
8
ST
.
S
T
A
1
3
5
+
5
7
.
8
6
C/
L
C
.
B
.
N
O
.
5
SE
E
P
R
O
F
I
L
E
H
E
R
E
O
N
ST
A
5
0
+
0
9
.
0
4
C/
L
S
D
M
H
N
O
.
7
RI
M
=
1
8
1
9
.
2
1
ST
A
4
9
+
9
9
.
6
7
ST
A
5
0
+
1
0
.
5
3
10+11.29
BEGIN LAT 'A-11'
SEE PROFILE HEREON
10+23.41
BC BEGIN CMP
10+58.80
EC
11+02.37
END PIPE
10+26.11
SS X-ING
10+57.93
DW X-ING
10+64.90
DW X-ING
10+92.37
CONC. COLLAR
CONSTRUCT 369.67 L.F. **
96" DIA. RCP
D-LOAD=1400
EXIST. FINISHED SURFACE
OVER C\L STORM DRAIN
PROP. FINISHED SURFACE
OVER C/L STORM DRAIN
D=
7
.
1
2
'
49
+
9
9
.
6
7
18
0
2
.
9
9
I
N
V
50
+
1
0
.
5
3
18
0
3
.
3
2
I
N
V
46
+
3
0
.
0
0
17
9
1
.
9
0
I
N
V
CONSTRUCT 189.47 L.F. **
96" DIA. RCP
D-LOAD=1000
50+06.66
CL MH NO. 7
RIM=1819.13
52
+
0
0
.
0
0
18
0
9
.
0
0
I
N
V
S=0.030
0
S=0.030
0
51
+
9
7
.
6
2
18
0
8
.
9
3
I
N
V
/
B
C
Q = cfs
V = fpsMAX
100 1572.2
35.83
Q = cfs
V = fpsMAX
100 1572.2
35.83
PROP. SEWER PER
DWG. 6408
EXIST. SEWER PER
DWG. 6061
DW X-ING
51+16.08
1816.63 BOT. 12" DW
1815.23 TOP OF 96" SD
CLEAR: 1.40'
HGL100
EXIST. STROM DRAIN
PER DWG. 6066
60"
R
C
P
L
A
T
'
A
-
1
1
'
180
3
.
1
5
I
N
V
LINE DATA
LINE #
L4
L12
L13
BEARING
N00°35'58"E
N45°35'58"E
N89°28'13"W
DISTANCE
567.62'
23.41'
40.10'
CURVE DATA
CURVE #
C5
C7
RADIUS
853.50'
45.00'
LENGTH
2.38'
35.34'
DELTA
0°09'35"
45°00'00"
D=
9
.
5
1
'
EXIST. PIPE ANCHOR
AT CENTER
EXIST. RISER
TO BE REMOVED
ALONG WITH
PORTION OF PIPE
10
+
0
0
.
0
0
(1
7
9
1
.
4
8
)
I
N
V
10
+
0
5
.
6
6
E
L
E
V
'
S
'
(1
7
9
4
.
7
3
)
I
N
V
10
+
0
9
.
5
0
E
L
E
V
'
R
'
(1
7
9
6
.
3
2
)
I
N
V
10+17.20
(1799.50) INV
S=
(
0
.
4
1
2
7
)
EXIST.
STRUCTURE
AND 96"PIPE
TO REMAIN
C.B. NO. 5
1808.50 TC
1807.83 FL
7.7 L.F. TO REMAIN
18" DIA. RCP
D-LOAD=1800
Q = cfs
V = fpsMAX
100 4.81
18.4
EXIST. FINISHED
SURFACE
OVER C\L STORM
DRAIN
PROP. FINISHED SURFACE
OVER C/L STORM DRAIN
HGL100
10
+
1
1
.
2
9
E
L
E
V
'
S
'
18
0
3
.
2
7
I
N
V
96
"
R
C
P
S
D
L
I
N
E
'
A
-
3
'
10
+
0
0
.
0
0
18
0
3
.
1
4
I
N
V
D=
6
.
9
8
'
10
+
0
7
.
3
1
E
L
E
V
'
R
'
18
0
3
.
1
5
I
N
V
SS X-ING
10+26.11
1811.02 BOT. 8" SS
1808.85 TOP OF 60" SD
CLEAR: 2.17'
CONCRETE
PIPE
CRADLE
CONCRETE
COLLAR
S=0.03
0
0
S=0.0
5
0
0
EXIST.
R/W
PROP. FINISHED SURFACE
OVER C/L STORM DRAIN
EXIST. FINISHED SURFACE
OVER C/L STORM DRAIN
CONSTRUCT 16.1 L.F.
60" DIA. RCP
D-LOAD=1500
CONSTRUCT
78.96 L.F.
60" DIA. CMP
10
+
5
8
.
8
0
18
0
5
.
4
0
I
N
V
/
E
C
10
+
2
3
.
4
1
18
0
3
.
6
3
I
N
V
/
B
C
DW X-ING 10+57.93
1814.49 BOT. 16" DW
1810.44 TOP OF 60" SD
CLEAR: 4.05'
EX. CHANNEL
PROP. FG
W/1
4 TON GROUTED
RIP-RAP
Q = cfs
V = fpsMAX
543.7
35.2
HGLQ=543.7CFS
21
.
6
%
1819 FG
10
+
9
2
.
3
7
G
B
18
1
2
.
7
9
I
N
V
11
+
0
2
.
4
8
18
1
3
.
2
9
I
N
V
7.25 LF CMP FLARED
SECTION
11
+
0
9
.
6
2
18
1
3
.
6
5
I
N
V
DW X-ING
10+64.90
1813.08 BOT. 26" DW
1811.86 TOP OF 60" SD
CLEAR: 1.2'S=
0
.
2
2
0
1
S=0.0
4
9
2
FUTURE CURB AND GUTTER (BY OTHERS)
FENCE
1812.7 FG
5/22/2024