HomeMy WebLinkAbout6406-4DATE:
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
STREET IMPROVEMENT PLANS
12
October 25
AS SHOWNJV
CA
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
6406
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'
10/31/25 12
JOHN PREVITI AVENUE
MEDIAN PLAN & PROFILE
299 300 301 302 303298
1790 LT-
MEDIAN CURB
MEDIAN CURB
STREET CONSTRUCTION NOTES:
CONSTRUCT 8" CF P.C.C. CURB PER CITY STD. PLAN NO. 1000.
CONSTRUCT MEDIAN ROCK FINISH PER LANDSCAPE PLANS (LSPC21-000017)
ADJUST MANHOLE TO GRADE
WARP MEDIAN TO WRAP AROUND MANHOLE PER BLOW UP DETAILS ON SHEET 11.
3
8
18
27
10/31/25
297
1790 RT-
29
7
+
5
0
.
0
0
-
M
A
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H
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1
1
29
7
+
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0
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L
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N
E
SE
E
S
H
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T
1
1
-1830 LT
MEDIAN CURB
-1830 RT
MEDIAN CURB
ID
E
N
T
I
C
A
L
PO
I
N
T
S
ID
E
N
T
I
C
A
L
PO
I
N
T
S
HB
HB
HB
DS
DS
DS
DS
DS
DS
DS
DS
DS
RD
RD
RD
STORAGESTORAGE STORAGE
MP
O
E
W/H
FIRE
RISER
DS
DS
DS
DS
DS DS
DS
DS
DS
RD
ELECTRICAL MPOE
DS
EL
E
C
T
R
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C
A
L
MP
O
E
W/
H
FIR
E
RI
S
E
R
DSDS
DS
DS
DS DSDS
DS
DSDS
DS DS DS
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DS
DS
DSDSDSDS
DS
RD
RD
RD RD RD
PV D
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C
NGO
M
ME
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PV
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MPOE
EL
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R
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DS
DS
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DS
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L
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C
A
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E
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R
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E
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DS
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DS
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DS
DS
DS
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DSDSDS
RD RD RD
MPOE
EL
E
C
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R
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A
L
PA
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E
L
PE
N
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MA
I
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PA
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K
A
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DS
DS
DS DS
DS
D
S
DS
DS
CAT
V
CAT
V
FW
FW
FW298299300301302303
304
30
5
3
0
6
3
0
7
3
0
7
VENTANA
PA-2
PARCEL MAP 20949
PARCEL 1
30
0
+
6
6
.
0
2
18
0
4
.
9
7
T
C
29
9
+
5
3
.
8
6
18
0
1
.
1
1
T
C
30
3
+
0
6
.
3
4
18
1
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.
2
8
T
C
305
+
9
1
.
8
6
182
2
.
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6
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C
29
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3
3
T
C
30
2
+
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9
8
18
0
9
.
6
6
T
C
30
2
+
6
6
.
5
5
18
1
1
.
8
8
T
C
305
+
9
1
.
8
6
182
3
.
0
9
T
C
306
+
4
1
.
4
5
B
C
182
3
.
6
7
T
C
306
+
4
1
.
4
5
B
C
182
3
.
3
9
T
C
30
0
+
6
6
.
0
2
18
0
5
.
0
1
T
C
29
9
+
5
5
.
3
3
18
0
1
.
1
6
T
C
29
8
+
9
2
.
5
5
17
9
8
.
9
9
T
C
29
8
+
8
0
.
1
9
17
9
8
.
5
7
T
C
30
2
+
9
6
.
0
6
18
1
2
.
9
0
T
C
30
3
+
0
8
.
3
7
18
1
3
.
3
5
T
C
30
5
+
0
9
.
5
2
18
2
0
.
9
2
T
C
30
4
+
9
8
.
3
3
18
2
0
.
5
2
T
C
30
2
+
9
5
.
8
9
18
1
2
.
9
0
T
C
L26 L27 C40
C4
1
L28
C42
C43
L29 C44
C45 L30
C46
C
4
7
C4
8
C49
C50
L
3
1
L32
L
3
3
VENTANA
PA-2
PARCEL MAP 20949
PARCEL 2
VENTANA
PA-2
PARCEL MAP 20949
PARCEL 3
EXIST PA1BJOHN PREVITI AVENUE
CIT
R
U
S
A
V
E
N
U
E
30
2
+
3
3
.
7
6
P
R
C
18
1
0
.
7
5
T
C
29
8
+
0
0
.
0
0
17
9
5
.
8
1
T
C
29
9
+
0
0
.
0
0
17
9
9
.
2
5
T
C
30
1
+
0
0
.
0
0
18
0
6
.
1
4
T
C
30
2
+
0
0
.
0
0
18
0
9
.
5
9
T
C
29
8
+
5
0
.
0
0
17
9
7
.
5
3
T
C
29
9
+
5
0
.
0
0
18
0
0
.
9
7
T
C
30
1
+
5
0
.
0
0
18
0
7
.
8
7
T
C
EX. GROUND @ CL
PROP. TOP OF RIGHT
MEDIAN CURB @ 6' E'LYEX. GROUND @ CL
30
2
+
5
0
.
0
0
18
1
1
.
3
1
T
C
30
3
+
0
0
.
0
0
18
1
3
.
0
4
T
C
29
7
+
5
0
.
0
0
17
9
4
.
0
8
T
C
30
2
+
9
5
.
8
9
18
1
2
.
9
0
T
C
30
0
+
6
6
.
0
2
18
0
4
.
9
7
T
C
29
9
+
5
3
.
8
6
18
0
1
.
1
1
T
C
29
8
+
0
0
.
0
0
17
9
5
.
8
1
T
C
29
9
+
0
0
.
0
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17
9
9
.
2
5
T
C
30
1
+
0
0
.
0
0
18
0
6
.
1
8
T
C
30
2
+
0
0
.
0
0
18
0
9
.
6
3
T
C
29
8
+
5
0
.
0
0
17
9
7
.
5
3
T
C
29
9
+
5
0
.
0
0
18
0
0
.
9
7
T
C
30
1
+
5
0
.
0
0
18
0
7
.
9
1
T
C
30
2
+
5
0
.
0
0
18
1
1
.
3
1
T
C
EX. GROUND @ CL
PROP. TOP OF LEFT MEDIAN CURB
@ 6' W'LY
30
3
+
0
0
.
0
0
18
1
3
.
0
4
T
C
29
7
+
5
0
.
0
0
17
9
4
.
0
8
T
C
30
2
+
9
6
.
0
6
18
1
2
.
9
0
T
C
30
2
+
0
0
.
9
8
18
0
9
.
6
6
T
C
30
2
+
3
3
.
7
6
P
R
C
18
1
0
.
7
5
T
C
30
2
+
6
6
.
5
5
18
1
1
.
8
8
T
C
L.O.C.=
33.29'
8"CF
L.O.C.=
33.29'
8"CF
30
0
+
6
6
.
0
2
18
0
5
.
0
1
T
C
29
9
+
5
5
.
3
3
18
0
1
.
1
6
T
C
29
9
+
3
1
.
1
5
18
0
0
.
3
3
T
C
29
8
+
9
2
.
5
5
17
9
8
.
9
9
T
C
29
8
+
8
0
.
1
9
17
9
8
.
5
7
T
C
L.O.C.=
25.27'
8"CF
30
4
+
0
0
.
0
0
18
1
6
.
8
1
T
C
30
5
+
0
0
.
0
0
18
2
0
.
5
8
T
C
30
3
+
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.
0
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18
1
4
.
9
2
T
C
30
4
+
5
0
.
0
0
18
1
8
.
7
0
T
C
30
5
+
5
0
.
0
0
18
2
2
.
1
2
T
C
30
3
+
0
2
.
6
0
B
C
18
1
3
.
1
3
T
C
30
4
+
4
7
.
2
3
M
i
d
18
1
8
.
5
9
T
C
30
4
+
0
0
.
0
0
18
1
6
.
8
1
T
C
EX. GROUND @ CL
30
4
+
9
4
.
9
8
B
V
C
18
2
0
.
3
9
T
C
PVI STA = 305+94.98
PVI ELEV = 1824.17
30
6
+
0
0
.
0
0
18
2
3
.
0
6
T
C
30
5
+
9
1
.
8
6
18
2
2
.
9
6
T
C
PROP. TOP OF RIGHT
MEDIAN CURB @ 6' E'LY
30
3
+
0
0
.
0
0
18
1
3
.
0
4
T
C
30
6
+
4
1
.
4
5
B
C
18
2
3
.
3
9
T
C
30
3
+
0
6
.
3
4
18
1
3
.
2
8
T
C
PORTION OF 200.00' VC
30
4
+
9
4
.
9
8
B
V
C
18
2
0
.
3
9
T
C
30
5
+
2
5
.
0
0
18
2
1
.
4
2
T
C
30
5
+
7
5
.
0
0
18
2
2
.
6
6
T
C
30
6
+
2
5
.
0
0
18
2
3
.
3
2
T
C
30
6
+
4
7
.
4
5
E
C
18
2
3
.
6
0
T
C
30
4
+
0
0
.
0
0
18
1
6
.
8
1
T
C
30
5
+
0
0
.
0
0
18
2
0
.
5
8
T
C
30
3
+
5
0
.
0
0
18
1
4
.
9
2
T
C
30
4
+
5
0
.
0
0
18
1
8
.
7
0
T
C
30
5
+
5
0
.
0
0
18
2
2
.
1
2
T
C
30
3
+
0
2
.
6
0
B
C
18
1
3
.
1
3
T
C
30
4
+
4
7
.
2
3
M
i
d
18
1
8
.
5
9
T
C
30
4
+
0
0
.
0
0
18
1
6
.
8
1
T
C
EX. GROUND @ CL
PORTION OF 200.00' VC
30
4
+
9
4
.
9
8
B
V
C
18
2
0
.
3
9
T
C
PVI STA = 305+94.98
PVI ELEV = 1824.17
30
6
+
0
0
.
0
0
18
2
3
.
2
1
F
S
30
5
+
9
1
.
8
6
18
2
3
.
0
9
T
C
PROP. TOP OF LEFT MEDIAN CURB
@ W'LY
30
3
+
0
0
.
0
0
18
1
3
.
0
4
T
C
30
4
+
9
8
.
3
3
18
2
0
.
5
2
T
C
30
5
+
0
9
.
5
2
18
2
0
.
9
2
T
C
30
3
+
0
8
.
3
7
18
1
3
.
3
5
T
C
30
6
+
4
1
.
4
5
B
C
18
2
3
.
6
7
T
C
30
5
+
7
5
.
0
0
18
2
2
.
7
4
T
C
30
6
+
2
5
.
0
0
18
2
3
.
5
4
T
C
30
6
+
4
7
.
4
5
E
C
18
2
3
.
6
0
T
C
LINE DATA
LINE #
L26
L27
L28
L29
L30
L31
L32
L33
BEARING
N45°48'11"E
N45°48'11"E
N45°48'11"E
N45°48'11"E
N45°48'11"E
N90°00'00"E
N45°48'11"E
N90°00'00"E
DISTANCE
130.19'
38.60'
203.86'
134.95'
29.51'
49.58'
229.88'
49.58'
CURVE DATA
CURVE #
C40
C41
C42
C43
C44
C45
C46
C47
C48
C49
C50
RADIUS
50.00'
3.00'
1.00'
1.00'
110.00'
110.00'
381.00'
381.00'
6.00'
6.00'
369.00'
LENGTH
25.27'
7.89'
1.57'
1.57'
33.29'
33.29'
193.00'
83.66'
9.42'
9.42'
280.96'
DELTA
28°57'33"
150°43'48"
90°00'00"
90°00'00"
17°20'29"
17°20'29"
29°01'26"
12°34'50"
90°00'00"
90°00'00"
43°37'31"
11/10/202511/10/25