HomeMy WebLinkAbout6526-4DATE:
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
7
September 2025
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
6526
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
STREET CONSTRUCTION NOTES:
PROTECT IN PLACE
CONSTRUCT 6 1/2" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL
COMPACTED TO 95% (SEE GENERAL NOTES 30 & 31).
CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1006
(W= PER PLANS) & DETAIL B/3 ON SHEET 3 WHERE APPLICABLE
PROVIDE 2" X 5' GRIND AND OVERLAY, SEE DETAIL A/3 ON SHEET 3
CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN NO.
3003, CASE PER PLAN AND DETAILS ON SHEET 3
CONSTRUCT CATCH BASINS PER STORM DRAIN PLANS DWG. 6527
INSTALL STREET LIGHT PER STREET LIGHT PLAN PER DWG. 6526LT AND
DETAIL ON B ON SHEET 3 WHEN APPLICABLE
ADJUST MANHOLE TO GRADE
ADJUST WATER VALVE RIM TO GRADE
CONSTRUCT 8" CF P.C.C. CURB PER CITY STD. PLAN NO. 1000.
P
1
2
3
4
5
6
7
8
9
16
LEGEND:CN
AC PAVEMENT
P.C.C. SIDEWALK
A.C. PAVEMENT GRIND
AND OVERLAY
1
3
4
256 257 258 259 260 261 262 263
-1708 LT CURB
-1708 RT CURB
1682 RT CURB-
264255
1682 CL-
-1708 CL
254 265
26
5
+
0
0
.
0
0
-
M
A
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
5
4
JOHN PREVITI AVENUE
PLAN & PROFILE
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
ID
E
N
T
I
C
A
L
PO
I
N
T
S
1682 LT CURB-
26
5
+
0
0
.
0
0
-
M
A
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
5
NOTE:
SIGNING & STRIPING TO BE
INSTALLED PER DWG. 6510
-1708 RT CURB
MEDIAN
-1708 LT CURB
MEDIAN
CLOUDED AREAS ARE NOT A PART OF PLAN
APPROVAL DATED ____________, 2025.
JOHN PREVITI AVENUE
C1
25
5
+
9
4
.
2
5
B
C
16
8
1
.
6
7
T
C
25
7
+
8
5
.
5
4
E
C
16
8
6
.
5
9
T
C
26
2
+
5
3
.
2
6
17
0
1
.
0
7
T
C
25
5
+
9
4
.
2
5
B
C
16
8
1
.
8
4
T
C
L1
L2
C2
L3 C3
L4
C4 L5
C5
L6
25
7
+
8
5
.
8
1
E
C
16
8
6
.
5
7
T
C
25
8
+
0
3
.
5
0
B
C
16
8
7
.
1
6
T
C
25
8
+
1
7
.
9
0
E
C
16
8
7
.
6
7
T
C
25
8
+
5
2
.
2
5
B
C
16
8
8
.
9
6
T
C
25
8
+
6
6
.
6
5
E
C
16
8
9
.
5
1
T
C
25
5
+
9
4
.
2
5
B
C
16
8
1
.
7
1
F
S
25
7
+
8
5
.
8
5
E
C
16
8
6
.
4
9
F
S
26
3
+
6
4
.
6
8
CL
C
B
N
O
.
7
W=
1
4
'
26
4
+
6
8
.
1
7
CL
C
B
N
O
.
6
W=
1
4
'
BE
G
I
N
C
O
N
S
T
.
JO
I
N
E
X
.
C
&
G
BE
G
I
N
C
O
N
S
T
.
JO
I
N
E
X
.
C
&
G
VENTANA
PA-6B
VENTANA
PA-6A
VENTANA
PA-4
BE
G
I
N
C
O
N
S
T
.
JO
I
N
E
X
.
C
/
L
L1
5
L16
L17
26
3
+
2
6
.
6
7
E
C
17
0
3
.
6
0
T
C
26
3
+
2
6
.
6
7
E
C
17
0
3
.
6
0
T
C
26
3
+
2
3
.
6
7
B
C
17
0
3
.
5
9
T
C
26
3
+
2
3
.
6
7
B
C
17
0
3
.
5
9
T
C
C1
9
C
2
0
26
2
+
0
0
.
0
0
16
9
9
.
7
2
T
C
26
3
+
0
0
.
0
0
17
0
2
.
2
6
T
C
26
4
+
0
0
.
0
0
17
0
4
.
8
0
T
C
26
5
+
0
0
.
0
0
17
0
7
.
3
4
T
C
25
9
+
2
5
.
0
0
16
9
1
.
7
5
T
C
25
9
+
5
0
.
0
0
16
9
2
.
6
4
T
C
25
9
+
7
5
.
0
0
16
9
3
.
5
0
T
C
26
0
+
2
5
.
0
0
16
9
5
.
0
9
T
C
26
0
+
7
5
.
0
0
16
9
6
.
5
3
T
C
26
1
+
5
0
.
0
0
16
9
8
.
4
5
T
C
26
2
+
5
0
.
0
0
17
0
0
.
9
9
T
C
26
3
+
5
0
.
0
0
17
0
3
.
5
3
T
C
26
4
+
5
0
.
0
0
17
0
6
.
0
7
T
C
PROPOSED TOP OF
8" CURB @ 34' E'LY
EXISTING GROUND
@ 34' E'LY
200.00' VC
26
1
+
0
0
.
0
0
E
V
C
16
9
7
.
1
8
T
C
PVI STA = 260+00.00
PVI ELEV = 1694.64
26
0
+
5
0
.
0
0
16
9
5
.
8
3
T
C
26
0
+
0
0
.
0
0
16
9
4
.
3
2
T
C
25
9
+
0
0
.
0
0
B
V
C
,
16
9
0
.
8
1
T
C
2.54%
26
3
+
6
4
.
6
8
17
0
3
.
9
0
T
C
H=7'
CL
C
B
#
7
PROPOSED
FINISHED SURFACE
@ CL
EXISTING GROUND
@ CL
200.00' VC
26
1
+
0
0
.
0
0
E
V
C
16
9
7
.
2
8
F
S
PVI STA = 260+00.00
PVI ELEV = 1694.74
25
9
+
0
0
.
0
0
B
V
C
16
9
0
.
9
1
F
S
2.54%
26
0
+
0
0
.
0
0
16
9
4
.
4
2
F
S
26
2
+
0
0
.
0
0
16
9
9
.
8
2
F
S
26
3
+
0
0
.
0
0
17
0
2
.
3
6
F
S
26
4
+
0
0
.
0
0
17
0
4
.
9
0
F
S
26
5
+
0
0
.
0
0
17
0
7
.
4
4
F
S
25
9
+
2
5
.
0
0
16
9
1
.
8
5
F
S
25
9
+
5
0
.
0
0
16
9
2
.
7
5
F
S
25
9
+
7
5
.
0
0
16
9
3
.
6
0
F
S
26
0
+
2
5
.
0
0
16
9
5
.
2
0
F
S
26
0
+
5
0
.
0
0
16
9
5
.
9
3
F
S
26
0
+
7
5
.
0
0
16
9
6
.
6
3
F
S
26
1
+
5
0
.
0
0
16
9
8
.
5
5
F
S
26
2
+
5
0
.
0
0
17
0
1
.
0
9
F
S
26
3
+
5
0
.
0
0
17
0
3
.
6
3
F
S
26
4
+
5
0
.
0
0
17
0
6
.
1
7
F
S
26
0
+
0
0
.
0
0
16
9
4
.
3
2
T
C
26
2
+
0
0
.
0
0
16
9
9
.
7
2
T
C
26
3
+
0
0
.
0
0
17
0
2
.
2
6
T
C
26
4
+
0
0
.
0
0
17
0
4
.
8
0
T
C
26
5
+
0
0
.
0
0
17
0
7
.
3
4
T
C
25
9
+
2
5
.
0
0
16
9
1
.
7
5
T
C
25
9
+
5
0
.
0
0
16
9
2
.
6
4
T
C
25
9
+
7
5
.
0
0
16
9
3
.
5
0
T
C
26
0
+
2
5
.
0
0
16
9
5
.
0
9
T
C
26
0
+
7
5
.
0
0
16
9
6
.
5
2
T
C
26
1
+
5
0
.
0
0
16
9
8
.
4
5
T
C
26
2
+
5
0
.
0
0
17
0
0
.
9
9
T
C
26
3
+
5
0
.
0
0
17
0
3
.
5
3
T
C
26
4
+
5
0
.
0
0
17
0
6
.
0
7
T
C
2.54%
200.00' VC
26
1
+
0
0
.
0
0
E
V
C
16
9
7
.
1
8
T
C
PVI STA = 260+00.00
PVI ELEV = 1694.64
26
0
+
5
0
.
0
0
16
9
5
.
8
3
T
C
PROPOSED TOP OF 8" CURB
@ 22'-34' W'LY
EXISTING GROUND
@ 22'-34' W'LY
26
2
+
5
3
.
3
0
17
0
1
.
0
7
T
C
AN
G
L
E
P
O
I
N
T
PROPOSED TOP OF 8" CURB
@ 34' W'LY
EXISTING GROUND
@ 34' W'LY
EN
D
T
R
A
N
S
I
T
I
O
N
25
9
+
0
0
.
0
0
B
V
C
16
9
0
.
8
1
T
C
CL
C
B
#
6
H=5'
26
4
+
6
8
.
1
7
17
0
6
.
5
3
T
C
25
7
+
0
0
.
0
0
16
8
4
.
0
9
T
C
25
6
+
2
5
.
0
0
16
8
2
.
4
6
T
C
25
6
+
7
5
.
0
0
16
8
3
.
5
0
T
C
25
7
+
2
5
.
0
0
16
8
4
.
7
4
T
C
25
7
+
7
5
.
0
0
16
8
6
.
2
2
T
C
25
8
+
2
5
.
0
0
16
8
7
.
9
3
T
C
25
5
+
9
4
.
2
5
G
B
16
8
1
.
8
4
T
C
3.88%
2.02%
25
4
+
1
9
.
2
5
(1
6
7
7
.
6
6
T
C
G
B
)
BE
G
I
N
C
O
N
S
T
.
JO
I
N
E
X
.
C
&
G
(2.02%)
(2.45%)
25
4
+
6
9
.
2
5
(1
6
7
8
.
8
9
T
C
)
L.O.C. = 48.02'
8"CF
EXISTING CURB @ 22' E'LY
PER DWG. NO. 6770
25
5
+
1
9
.
2
5
(1
6
8
0
.
1
1
T
C
)
L.O.C. =
25.82'
8"CF
25
4
+
9
4
.
2
5
(1
6
7
9
.
5
0
T
C
)
25
5
+
4
4
.
2
5
(1
6
8
0
.
7
3
T
C
)
25
9
+
0
0
.
0
0
B
V
C
,
25
5
+
6
9
.
2
5
(1
6
8
1
.
3
4
T
C
)
25
8
+
6
6
.
0
0
16
8
9
.
4
9
T
C
25
8
+
0
0
.
0
0
16
8
7
.
0
4
T
C
25
7
+
5
0
.
0
0
16
8
5
.
4
5
T
C
200.00' VC
25
6
+
5
0
.
0
0
B
V
C
16
8
2
.
9
7
T
C
25
8
+
5
0
.
0
0
E
V
C
16
8
8
.
8
7
T
C
PVI STA = 257+50.00
PVI ELEV = 1684.98
PROPOSED TOP OF
8" CURB @ 22' E'LY
EXISTING GROUND
@ 22' E'LY
25
8
+
0
3
.
5
0
16
8
7
.
1
6
T
C
BC
25
8
+
1
8
.
2
6
16
8
7
.
6
8
T
C
EC
L.O.C. = 14.54'
8"CF 25
8
+
6
6
.
6
5
16
8
9
.
5
1
T
C
EC
25
8
+
5
2
.
6
1
16
8
8
.
9
7
T
C
BC
L.O.C. =
14.54'
8"CF
16
9
0
.
8
1
T
C
TANGENT =
35.39' - 8"CF
FINISHED
SURFACE @ CL
PER DWG. NO. 6770
(2.02%)
(2.12%)
(2.39%)
25
5
+
6
9
.
2
5
G
B
(1
6
8
1
.
2
1
F
S
)
25
4
+
1
9
.
2
5
G
B
(1
6
7
8
.
0
3
F
S
)
25
4
+
6
8
.
7
7
E
C
(1
6
7
9
.
0
8
F
S
)
25
4
+
9
4
.
2
5
(1
6
7
9
.
6
2
F
S
)
25
5
+
1
9
.
2
5
(1
6
8
0
.
1
5
F
S
)
25
5
+
4
4
.
2
5
(1
6
8
0
.
6
8
F
S
)
150'
SUPERELEVATION TRANSISTION
4.06%
2.00%
25
5
+
9
4
.
2
5
G
B
16
8
1
.
7
1
F
S
BE
G
I
N
C
O
N
S
T
.
JO
I
N
E
X
.
C
/
L
25
9
+
0
0
.
0
0
B
V
C
16
9
0
.
9
1
F
S
25
8
+
0
0
.
0
0
16
8
6
.
9
9
F
S
25
8
+
6
6
.
6
5
16
8
9
.
5
6
F
S
200.00' VC
25
6
+
5
0
.
0
0
B
V
C
16
8
2
.
8
3
F
S
25
8
+
5
0
.
0
0
E
V
C
16
8
8
.
8
9
F
S
PVI STA = 257+50.00
PVI ELEV = 1684.83
PROPOSED
FINISHED
SURFACE
@ CL
EXISTING GROUND @ CL
25
7
+
0
0
.
0
0
16
8
3
.
9
6
F
S
25
7
+
8
5
.
8
5
E
C
16
8
6
.
4
9
F
S
25
6
+
2
5
.
0
0
16
8
2
.
3
3
F
S
25
6
+
7
5
.
0
0
16
8
3
.
3
6
F
S
25
7
+
2
5
.
0
0
16
8
4
.
6
2
F
S
25
7
+
5
0
.
0
0
16
8
5
.
3
4
F
S
25
7
+
7
5
.
0
0
16
8
6
.
1
3
F
S
25
8
+
2
5
.
0
0
16
8
7
.
9
0
F
S
25
8
+
7
5
.
0
0
16
8
9
.
9
0
F
S
200.00' VC
25
3
+
1
9
.
2
5
B
V
C
(1
6
7
7
.
3
0
T
C
)
25
5
+
1
9
.
2
5
E
V
C
(1
6
8
0
.
7
9
T
C
)
PVI STA = 254+19.25
PVI ELEV = 1679.69
L.O.C. = 155.86', 8"CF
L.O.C. =
24.71'
8"CF
25
3
+
5
0
.
0
0
(1
6
7
8
.
0
0
T
C
)
25
3
+
7
5
.
0
0
(1
6
7
8
.
5
3
T
C
)
25
4
+
0
0
.
0
0
(1
6
7
9
.
0
2
T
C
)
25
4
+
2
5
.
0
0
(1
6
7
9
.
4
7
T
C
)
25
4
+
5
0
.
0
0
(1
6
7
9
.
8
7
T
C
)
25
4
+
7
5
.
0
0
(1
6
8
0
.
2
4
T
C
)
25
5
+
0
0
.
0
0
(1
6
8
0
.
5
7
T
C
)
25
5
+
4
4
.
2
5
(1
6
8
1
.
0
6
T
C
)
25
5
+
6
9
.
2
5
B
C
G
B
(
1
6
8
1
.
3
4
T
C
)
25
5
+
9
4
.
2
5
(1
6
8
1
.
6
7
T
C
)
CL
C
B
#
2
25
5
+
6
4
.
4
3
(1
6
8
1
.
2
9
T
C
)
1.32%1.10%
25
7
+
0
0
.
0
0
16
8
4
.
0
3
T
C
25
6
+
2
5
.
0
0
16
8
2
.
2
2
T
C
25
6
+
7
5
.
0
0
16
8
3
.
3
9
T
C
25
7
+
2
5
.
0
0
16
8
4
.
7
2
T
C
25
7
+
5
0
.
0
0
16
8
5
.
4
6
T
C
25
7
+
7
5
.
0
0
16
8
6
.
2
5
T
C
25
8
+
2
5
.
0
0
16
8
7
.
9
6
T
C
25
8
+
7
5
.
0
0
16
8
9
.
8
5
T
C
3.83%
1.80%2.28%
25
9
+
0
0
.
0
0
B
V
C
16
9
0
.
8
1
T
C
200.00' VC
25
6
+
5
0
.
0
0
B
V
C
16
8
2
.
7
9
T
C
25
8
+
5
0
.
0
0
E
V
C
16
8
8
.
9
0
T
C
PVI STA = 257+50.00
PVI ELEV = 1685.07
25
5
+
9
4
.
2
5
G
B
16
8
1
.
6
7
T
C
25
6
+
2
5
.
0
0
16
8
2
.
2
2
T
C
25
8
+
0
0
.
0
0
16
8
7
.
0
8
T
C
BE
G
I
N
C
O
N
S
T
.
JO
I
N
E
X
.
C
&
G
PROPOSED TOP OF
8" CURB @ 22' E'LY
EXISTING GROUND
@ 22' E'LY
25
7
+
8
5
.
5
4
16
8
6
.
5
9
T
C
EC
BE
G
I
N
T
R
A
N
S
I
T
I
O
N
CURVE DATA
CURVE #
C1
C2
C3
C4
C5
RADIUS
978.00'
1022.00'
60.00'
60.00'
1000.00'
LENGTH
187.08'
195.76'
14.54'
14.54'
191.55'
DELTA
10°57'37"
10°58'30"
13°53'12"
13°53'12"
10°58'31"
LINE DATA
LINE #
L1
L2
L3
L4
L5
L6
L15
L16
L17
BEARING
N69°46'18"E
N71°14'04"E
N71°14'04"E
N85°07'15"E
N71°14'04"E
N71°14'04"E
N18°45'56"W
N71°14'04"E
N71°14'04"E
DISTANCE
467.87'
246.74'
17.69'
35.39'
633.35'
714.19'
4.00'
173.33'
173.33'
26
3
+
5
0
.
0
0
17
0
4
.
2
0
T
C
26
4
+
5
0
.
0
0
17
0
6
.
7
4
T
C
26
4
+
0
0
.
0
0
17
0
5
.
4
7
T
C
26
5
+
0
0
.
0
0
17
0
8
.
0
1
T
C
26
3
+
2
6
.
6
7
17
0
3
.
6
0
T
C
EXISTING GROUND
@ 5' W'LY
PROPOSED TOP
OF 8" MEDIAN
CURB @ 5' W'LY
26
3
+
5
0
.
0
0
17
0
4
.
2
0
T
C
26
4
+
5
0
.
0
0
17
0
6
.
7
4
T
C
26
4
+
0
0
.
0
0
17
0
5
.
4
7
T
C
26
5
+
0
0
.
0
0
17
0
8
.
0
1
T
C
26
3
+
2
6
.
6
7
17
0
3
.
6
0
T
C
PROPOSED TOP
OF 8" MEDIAN
CURB @ 5' E'LY
EXISTING GROUND
@ 5' E'LY
9/24/2025