HomeMy WebLinkAbout6406-3DATE:
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
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 11
JOHN PREVITI AVENUE
MEDIAN PLAN & PROFILE
289 290 291 292 293 294
1770 RT-
288
1770 LT-
MEDIAN CURB
MEDIAN CURB
-1790 LT CURB
-1790 RT CURB
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
295 296 297 298
29
7
+
5
0
.
0
0
-
M
A
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
1
2
297
+
5
0
.
0
0
-
M
A
T
C
H
L
I
N
E
SEE
S
H
E
E
T
1
2
VENTANA
PA-2
PARCEL MAP 20949
PARCEL 3
SS MH ENLARGED DETAIL #1 SD MH ENLARGED DETAIL #1
OOO
R
T
R
T
HB
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DSDSDSDSDSDSDSDS
DS
DS
DS
DS
DS
DS
RD
RD
RD
RD
RD
RD
RD
RD
STORAGESTORAGE
EL
E
C
T
R
I
C
A
L
R
O
O
M
ST
O
R
A
G
E
ST
O
R
A
G
E
ST
O
R
A
G
E
STORAGE
ST
O
R
A
G
E
W.
H
.
FI
R
E
RI
S
E
R
DS
DS
OOO
R
T
R
T
BIKE
LANE
C2
5
C26
L19 C27
C28
C29 L20 C30 C31 C32 L21
C33
C3
4
L
2
2
L23 C35
C36 L24 C37
C38
C
3
9
L25
L26
287 288 289 290
291
292 293 294
295
29
6
2
9
7
2
9
8
JOHN PREVITI AVENUE
VENTANA
PA-2
PARCEL MAP 20949
PARCEL 3
VENTANA
PA-2
PARCEL MAP 20949
PARCEL 4
EXIST PA1B
EXIST PA1A
DU
N
C
A
N
C
A
N
Y
O
N
R
O
A
D
29
1
+
1
2
.
4
8
17
7
8
.
2
1
T
C
29
2
+
4
9
.
9
6
17
8
1
.
7
1
T
C
29
3
+
7
5
.
1
8
B
C
17
8
3
.
2
7
T
C
29
2
+
0
6
.
6
7
17
8
0
.
8
9
T
C
28
9
+
8
6
.
2
5
17
7
2
.
4
0
T
C
28
8
+
3
3
.
8
3
E
C
17
6
6
.
6
7
T
C
29
1
+
5
7
.
2
7
17
7
9
.
5
7
T
C
29
0
+
7
4
.
3
8
17
7
6
.
5
1
T
C
29
0
+
1
5
.
8
0
17
7
3
.
8
0
T
C
28
9
+
5
8
.
7
1
17
7
0
.
9
1
T
C
28
8
+
3
3
.
8
3
E
C
17
6
6
.
6
4
T
C
29
0
+
6
3
.
1
8
17
7
5
.
9
2
T
C
29
0
+
5
4
.
7
3
17
7
5
.
4
8
T
C
29
1
+
6
9
.
5
3
17
7
9
.
9
5
T
C
29
1
+
7
7
.
9
5
17
8
0
.
1
9
T
C
29
3
+
8
0
.
7
8
17
8
3
.
3
7
T
C
29
3
+
6
9
.
5
2
17
8
3
.
1
8
T
C
29
5
+
1
3
.
4
4
17
8
6
.
5
4
T
C
296
+
7
8
.
0
3
179
1
.
6
3
T
C
296
+
6
6
.
7
7
179
1
.
2
6
T
C
296
+
8
1
.
2
3
179
1
.
7
4
T
C
296
+
7
0
.
8
3
179
1
.
3
9
T
C
29
5
+
5
5
.
4
2
17
8
7
.
7
7
T
C
29
5
+
4
4
.
9
0
17
8
7
.
4
5
T
C
29
4
+
6
1
.
7
0
17
8
5
.
1
1
T
C
29
4
+
5
1
.
1
9
17
8
4
.
8
4
T
C
29
2
+
5
4
.
8
1
17
8
1
.
7
8
T
C
29
2
+
6
5
.
2
1
17
8
1
.
9
2
T
C
29
2
+
5
6
.
2
4
17
8
1
.
7
7
T
C
29
5
+
2
4
.
6
3
17
8
6
.
8
6
T
C
CURVE DATA
CURVE #
C25
C26
C27
C28
C29
C30
C31
C32
RADIUS
2.00'
2.00'
135.00'
135.00'
135.00'
831.00'
831.00'
831.00'
LENGTH
3.14'
3.14'
58.54'
39.36'
10.94'
12.46'
28.96'
49.94'
DELTA
90°00'00"
90°00'00"
24°50'40"
16°42'14"
4°38'36"
0°51'32"
1°59'48"
3°26'35"
CURVE DATA
CURVE #
C33
C34
C35
C36
C37
C38
C39
RADIUS
381.00'
381.00'
835.00'
900.00'
369.00'
369.00'
369.00'
LENGTH
134.79'
144.41'
126.87'
136.75'
74.80'
81.87'
113.56'
DELTA
20°16'10"
21°43'02"
8°42'20"
8°42'20"
11°36'49"
12°42'46"
17°37'58"
29
1
+
7
5
.
0
0
G
B
17
8
0
.
1
2
T
C
29
1
+
2
5
.
0
0
G
B
17
7
8
.
4
6
T
C
29
1
+
0
0
.
0
0
G
B
17
7
7
.
5
0
T
C
28
9
+
8
0
.
0
0
G
B
17
7
2
.
1
4
T
C
28
9
+
0
0
.
0
0
17
6
8
.
1
0
T
C
29
0
+
0
0
.
0
0
17
7
3
.
1
0
T
C
29
1
+
0
0
.
0
0
17
7
7
.
5
0
T
C
29
2
+
0
0
.
0
0
17
8
0
.
7
5
T
C
29
4
+
0
0
.
0
0
17
8
3
.
7
2
T
C
29
6
+
0
0
.
0
0
17
8
9
.
1
2
T
C
29
7
+
0
0
.
0
0
17
9
2
.
3
7
T
C
29
0
+
5
0
.
0
0
17
7
5
.
2
3
T
C
29
1
+
5
0
.
0
0
17
7
9
.
3
5
T
C
29
2
+
5
0
.
0
0
17
8
1
.
6
8
T
C
29
3
+
5
0
.
0
0
17
8
2
.
8
7
T
C
29
4
+
5
0
.
0
0
17
8
4
.
8
2
T
C
29
5
+
5
0
.
0
0
17
8
7
.
6
0
T
C
29
6
+
5
0
.
0
0
17
9
0
.
7
1
T
C
28
9
+
8
9
.
6
6
B
C
17
7
2
.
6
0
T
C
29
3
+
7
5
.
1
8
B
C
17
8
3
.
2
7
T
C
29
2
+
5
6
.
2
4
E
C
17
8
1
.
7
7
T
C
29
6
+
7
2
.
3
7
E
C
17
9
1
.
4
4
T
C
29
1
+
8
9
.
6
0
M
i
d
17
8
0
.
4
9
T
C
EX. GROUND @ CL
29
5
+
7
5
.
0
0
17
8
8
.
3
6
T
C
29
6
+
2
5
.
0
0
17
8
9
.
9
1
T
C
29
6
+
7
5
.
0
0
17
9
1
.
5
3
T
C
29
3
+
2
5
.
0
0
17
8
2
.
5
3
T
C
29
3
+
7
5
.
0
0
17
8
3
.
2
7
T
C
29
4
+
2
5
.
0
0
17
8
4
.
2
4
T
C
29
4
+
7
5
.
0
0
17
8
5
.
4
5
T
C
29
2
+
2
5
.
0
0
17
8
1
.
2
7
T
C
29
0
+
2
5
.
0
0
17
7
4
.
2
1
T
C
29
0
+
7
5
.
0
0
17
7
6
.
5
4
T
C
29
1
+
6
4
.
6
7
17
7
9
.
8
0
T
C
PORTION OF 300.00' VC
29
2
+
8
0
.
0
0
E
V
C
17
8
2
.
0
5
T
C
PVI STA = 291+30.00
PVI ELEV = 1780.55
100.00' VC
28
8
+
5
0
.
0
0
B
V
C
17
6
6
.
8
6
T
C
28
9
+
5
0
.
0
0
E
V
C
17
7
0
.
4
2
T
C
PVI STA = 289+00.00
PVI ELEV = 1767.56
28
8
+
6
4
.
8
1
17
6
7
.
1
2
T
C
28
8
+
7
5
.
0
0
17
6
7
.
3
5
T
C
28
9
+
0
6
.
3
7
17
6
8
.
3
4
T
C
28
9
+
2
5
.
0
0
17
6
9
.
1
3
T
C
28
9
+
2
7
.
3
2
17
6
9
.
2
3
T
C
PROP.
TOP OF LEFT
MEDIAN CURB @ 6' W'LY
29
7
+
5
0
.
0
0
17
9
4
.
0
8
T
C
29
6
+
6
6
.
7
7
17
9
1
.
2
6
T
C
29
6
+
7
8
.
0
3
17
9
1
.
6
3
T
C
29
5
+
1
3
.
4
4
17
8
6
.
5
4
T
C
29
5
+
2
4
.
6
3
17
8
6
.
8
6
T
C
200.00' VC
29
3
+
0
0
.
0
0
B
V
C
17
8
2
.
2
5
T
C
29
5
+
0
0
.
0
0
E
V
C
17
8
6
.
1
5
T
C
PVI STA = 294+00.00
PVI ELEV = 1783.25
200.00' VC
29
5
+
2
5
.
0
0
B
V
C
17
8
6
.
8
7
T
C
29
7
+
2
5
.
0
0
E
V
C
17
9
3
.
2
2
T
C
PVI STA = 296+25.00
PVI ELEV = 1789.77
29
3
+
6
9
.
5
2
17
8
3
.
1
8
T
C
29
3
+
8
0
.
7
8
17
8
3
.
3
7
T
C
29
1
+
5
7
.
2
7
17
7
9
.
5
7
T
C
29
1
+
6
9
.
5
3
17
7
9
.
9
5
T
C
29
1
+
7
7
.
9
5
17
8
0
.
1
9
T
C
29
2
+
0
6
.
6
7
17
8
0
.
8
9
T
C
L.O.C.=
49.94'
8"CF
L.O.C.=
28.96'
8"CF
L.O.C.=
12.46'
8"CF
29
0
+
1
5
.
8
0
17
7
3
.
8
0
T
C
29
0
+
5
4
.
7
3
17
7
5
.
4
8
T
C
29
0
+
6
3
.
1
8
17
7
5
.
9
2
T
C
29
0
+
7
4
.
3
8
17
7
6
.
5
1
T
C
L.O.C.=
58.54'
8"CF
L.O.C.=
39.36'
8"CF
L.O.C.=
10.94'
8"CF
28
8
+
3
3
.
8
3
E
C
17
6
6
.
6
4
T
C
28
9
+
7
5
.
0
0
17
7
1
.
8
2
T
C
28
8
+
4
8
.
8
1
17
6
6
.
8
5
T
C
28
9
+
5
8
.
7
1
17
7
0
.
9
1
T
C
28
8
+
3
1
.
8
3
B
C
17
6
6
.
6
8
T
C
28
9
+
6
5
.
6
2
G
B
17
7
1
.
2
3
T
C
28
9
+
6
8
.
5
8
G
B
17
7
1
.
4
0
T
C
28
9
+
0
0
.
0
0
17
6
8
.
0
6
T
C
29
0
+
0
0
.
0
0
17
7
3
.
1
6
T
C
29
1
+
0
0
.
0
0
17
7
7
.
7
5
T
C
29
2
+
0
0
.
0
0
17
8
0
.
7
8
T
C
29
4
+
0
0
.
0
0
17
8
3
.
7
2
T
C
29
6
+
0
0
.
0
0
17
8
9
.
1
2
T
C
29
7
+
0
0
.
0
0
17
9
2
.
3
7
T
C
29
0
+
5
0
.
0
0
17
7
5
.
6
5
T
C
29
1
+
5
0
.
0
0
17
7
9
.
4
6
T
C
29
2
+
5
0
.
0
0
17
8
1
.
7
1
T
C
29
3
+
5
0
.
0
0
17
8
2
.
8
7
T
C
29
4
+
5
0
.
0
0
17
8
4
.
8
2
T
C
29
5
+
5
0
.
0
0
17
8
7
.
6
0
T
C
29
6
+
5
0
.
0
0
17
9
0
.
7
1
T
C
28
9
+
8
9
.
6
6
B
C
17
7
2
.
5
9
T
C
29
3
+
7
5
.
1
8
B
C
17
8
3
.
2
7
T
C
29
2
+
5
6
.
2
4
E
C
17
8
1
.
8
0
T
C
29
6
+
7
2
.
3
7
E
C
17
9
1
.
4
4
T
C
29
1
+
2
2
.
9
5
P
R
C
17
7
8
.
5
8
T
C
29
1
+
8
9
.
6
0
M
i
d
17
8
0
.
5
4
T
C
EX. GROUND @ CL
29
5
+
7
5
.
0
0
17
8
8
.
3
6
T
C
29
6
+
2
5
.
0
0
17
8
9
.
9
1
T
C
29
6
+
7
5
.
0
0
17
9
1
.
5
3
T
C
29
3
+
2
5
.
0
0
17
8
2
.
5
3
T
C
29
3
+
7
5
.
0
0
17
8
3
.
2
7
T
C
29
4
+
2
5
.
0
0
17
8
4
.
2
4
T
C
29
4
+
7
5
.
0
0
17
8
5
.
4
5
T
C
29
2
+
2
5
.
0
0
17
8
1
.
3
0
T
C
29
0
+
2
5
.
0
0
17
7
4
.
4
5
T
C
29
0
+
7
5
.
0
0
17
7
6
.
7
5
T
C
29
1
+
2
5
.
0
0
17
7
8
.
6
5
T
C
29
1
+
6
4
.
6
7
17
7
9
.
8
9
T
C
100.00' VC
28
8
+
5
0
.
0
0
B
V
C
17
6
6
.
8
9
T
C
28
9
+
5
0
.
0
0
E
V
C
17
7
0
.
3
5
T
C
PVI STA = 289+00.00
PVI ELEV = 1767.50
28
8
+
6
4
.
8
1
17
6
7
.
1
2
T
C
28
8
+
7
5
.
0
0
17
6
7
.
3
4
T
C
28
9
+
0
6
.
3
7
17
6
8
.
2
9
T
C
28
9
+
2
5
.
0
0
17
6
9
.
0
7
T
C
28
9
+
2
7
.
3
2
17
6
9
.
1
7
T
C
PROP.
TOP OF RIGHT
MEDIAN CURB @ 6' E'LY
29
7
+
5
0
.
0
0
17
9
4
.
0
8
T
C
29
6
+
7
0
.
8
3
17
9
1
.
3
9
T
C
29
6
+
8
1
.
2
3
17
9
1
.
7
4
T
C
200.00' VC
29
3
+
0
0
.
0
0
B
V
C
17
8
2
.
2
5
T
C
29
5
+
0
0
.
0
0
E
V
C
17
8
6
.
1
5
T
C
PVI STA = 294+00.00
PVI ELEV = 1783.25
200.00' VC29
5
+
2
5
.
0
0
B
V
C
17
8
6
.
8
7
T
C
29
7
+
2
5
.
0
0
E
V
C
17
9
3
.
2
2
T
C
PVI STA = 296+25.00
PVI ELEV = 1789.77
29
5
+
4
4
.
9
0
17
8
7
.
4
5
T
C
29
5
+
5
5
.
4
2
17
8
7
.
7
7
T
C
29
4
+
5
1
.
1
9
17
8
4
.
8
4
T
C
29
4
+
6
1
.
7
0
17
8
5
.
1
1
T
C
29
2
+
5
4
.
8
1
17
8
1
.
7
8
T
C
29
2
+
6
5
.
2
1
17
8
1
.
9
2
T
C
28
8
+
3
3
.
8
3
E
C
17
6
6
.
6
7
T
C
28
9
+
8
6
.
2
5
17
7
2
.
4
0
T
C
29
1
+
1
2
.
4
8
17
7
8
.
2
1
T
C
29
2
+
4
9
.
9
6
17
8
1
.
7
1
T
C
300.00' VC28
9
+
8
0
.
0
0
B
V
C
17
7
2
.
0
5
T
C
29
2
+
8
0
.
0
0
E
V
C
17
8
2
.
0
8
T
C
PVI STA = 291+30.00
PVI ELEV = 1780.58
28
8
+
4
8
.
8
1
17
6
6
.
8
8
T
C
28
8
+
3
1
.
8
3
B
C
17
6
6
.
6
8
T
C
LINE DATA
LINE #
L19
L20
L21
L22
L23
L24
L25
L26
BEARING
N00°23'44"E
N00°23'44"E
N00°23'44"E
N45°48'11"E
N00°23'44"E
N00°23'44"E
N45°48'11"E
N45°48'11"E
DISTANCE
124.88'
83.12'
113.28'
71.97'
152.41'
109.97'
68.77'
130.19'
EL
E
V
.
E
Q
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(
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)
T
C
ST
.
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(
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)
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.
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)
PE
R
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PE
R
P
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A
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EL
E
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A
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T
TO
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A
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(
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C
)
T
C
AD
D
0
.
1
0
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T
O
DO
W
N
S
T
R
E
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(
B
C
)
T
C
11/10/202511/10/25