HomeMy WebLinkAbout6407-5DATE:
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
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 5
52+00 53+00 54+00
STORM DRAIN LINE 'A-3' PROFILE
STORM DRAIN LINE 'A-3'
52
+
0
0
.
0
0
-
M
A
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
4
CITRUS AVENUE SD PLAN & PROFILE
STA 52+00.00 TO 54+93.01
52
+
0
0
.
0
0
-
M
A
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
4
1825-
1815-
1805-
-1825
-1815
-1805
1835--1835
STORM DRAIN CONSTRUCTION NOTES:
CONSTRUCT 96" RCP STORM DRAIN LINE, TRENCH AND BEDDING DETAIL 1 SEE SHEET 6.
CONSTRUCT CONCRETE BULKHEAD PER RIVERSIDE COUNTY FLOOD CONTROL (RCFC)
STD DWG. NO. M816, SEE DEATIL 2 ON SHEET 6.
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')
INSTALL 1/4 TON GROUTED RIP-RAP THICKNESS 3.5'
4
9
20
21
22
10+0011+00 11+00 10+0011+00 11+00
1790-
1780-
1770-
-1790
-1780
-1770
1800-
1790-
-1800
-1790
LAT 'A-3F' LAT 'A-3G'
LAT 'A-3H'LAT 'A-3I'
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.
**
SEE SHEET 2 SEE SHEET 2
SEE SHEET 3 SEE SHEET 3
DETAIL 2
OFFSITE 60" FLARED END
ST
A
5
2
+
0
0
.
0
0
ST
A
5
4
+
9
3
.
0
1
EN
D
P
I
P
E
EC
CITRUS AVENUE
I-
1
5
F
W
Y
EXIST. FINISHED SURFACE
OVER C\L STORM DRAIN
PROP. FINISHED SURFACE
OVER C/L STORM DRAIN
CONSTRUCT 293.01 L.F. **
96" DIA. RCP
D-LOAD=1000
52
+
0
0
.
0
0
18
0
9
.
0
0
I
N
V
54
+
9
3
.
0
1
18
1
7
.
7
9
I
N
V
/
E
C
CO
N
C
R
E
T
E
B
U
L
K
H
E
A
D
S=0.030
0
Q = cfs
V = fpsMAX
100 1572.2
35.83
FUTURE MANHOLE
STRUCTURE BY OTHERS
PROP. SEWER PER
DWG. 6408
HGL100
CURVE DATA
CURVE #
C6
RADIUS
853.50'
LENGTH
293.01'
DELTA
19°40'11"
S=
0
.
0
5
1
2
S=0
.
0
7
6
3
EXIST. FINISHED SURFACE
OVER C\L STORM DRAIN
PROP. FINISHED SURFACE
OVER C/L STORM DRAIN
36
"
R
C
P
17
7
7
.
2
6
I
N
V
10
+
0
2
.
0
5
E
L
E
V
'
R
'
-
G
17
7
8
.
0
1
I
N
V
10+22.87
1779.60 INV
DW X-ING
10+12.34
1781.84 BOT. 12" DW
1780.51 TOP OF 18" SD
CLEAR: 1.33'
10
+
0
1
.
9
2
E
L
E
V
'
R
'
-
F
17
7
8
.
0
1
I
N
V
10+35.89
1779.75 INV
SS X-ING
10+14.01
1774.69 TOP OF 8" SS
1778.42 BOT. OF 18" SD
CLEAR: 3.73'
CONSTRUCT 17.09 L.F.
18" DIA. RCP
D-LOAD=3000
CONSTRUCT 30.16 L.F.
18" DIA. RCP
D-LOAD=3000
C.B. NO. 2
1787.60 TC
1786.93 FL
C.B. NO. 1
1787.75 TC
1787.08 FL
Q = cfs
V = fpsMAX
100 2.52
8.88
Q = cfs
V = fpsMAX
100 2.50
8.34
HGL100
HGL100
10
+
0
5
.
7
8
E
L
E
V
'
S
'
-
G
17
7
8
.
2
9
I
N
V
10
+
0
5
.
7
3
E
L
E
V
'
S
'
-
F
17
7
8
.
2
0
I
N
V
SDMH NO. 3
1786.96 RIM
EXIST. FINISHED
SURFACE
OVER C\L STORM
DRAIN
PROP. FINISHED SURFACE
OVER C/L STORM DRAIN
36
"
R
C
P
17
9
2
.
4
6
I
N
V
10
+
0
1
.
7
6
E
L
E
V
'
R
'
-
I
17
9
3
.
1
7
I
N
V
10+23.33
1796.86 INV
DW-CROSSING
10+12.73
1799.34 BOT. 12" DW
1796.78 TOP OF 18" SD
CLEAR: 2.56'
10
+
0
1
.
7
4
E
L
E
V
'
R
'
-
H
17
9
3
.
1
6
I
N
V
10+40.29
1796.62 INV
SS-CROSSING
10+15.55
1788.43 TOP 8" SS
1794.22 BOT. OF 18" SD
CLEAR: 5.79'
S
=
0
.
0
8
8
4
S=
0
.
1
6
9
3
CONSTRUCT 17.79 L.F.
18" DIA. RCP
D-LOAD=3000
CONSTRUCT 35.44 L.F.
18" DIA. RCP
D-LOAD=3000
C.B. NO. 4
1804.91 TC
1804.24 FL
C.B. NO. 3
1805.32 TC
1804.65 FL
Q = cfs
V = fpsMAX
100 2.53
12.01Q = cfs
V = fpsMAX
100 2.47
10.27
HGL100
HGL100
10
+
0
4
.
8
6
E
L
E
V
'
S
'
-
H
17
9
3
.
4
8
I
N
V
10
+
0
5
.
5
5
E
L
E
V
'
S
'
-
I
17
9
3
.
8
5
I
N
V
SDMH NO. 5
1804.17 RIM
FWFW
5/22/2024