HomeMy WebLinkAbout6526-7DATE:
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
LEGEND:CN
AC PAVEMENT
P.C.C. SIDEWALK
A.C. PAVEMENT GRIND
AND OVERLAY
1
3
4
281 282 283 284 285 286 287 288
-1760 LT CURB
-1760 RT CURB
1752 RT CURB-
1752 CL-
28
1
+
0
0
.
0
0
-
M
A
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
6
7
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
1752 LT CURB-
28
1
+
0
0
.
0
0
-
M
A
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
6
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
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
REMOVE EXISTING AC DIKE
REMOVE EXISTING STANDARD BARRICADE
INSTALL IRRIGATION PIPE SLEEVES 1-6" AND 1-4"
CONSTRUCT EARTHEN SWALE ALONG EDGE OF SLOPE PER DETAIL C/3
ON SHEET 3
CONSTRUCT 8" CF P.C.C. CURB PER CITY STD. PLAN NO. 1000.
CONSTRUCT 8" A.C. DIKE PER CITY STD. PLAN NO. 1007.
P
1
2
3
4
7
8
9
10
11
12
14
16
17
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
-1760 CL
-1760 LT CURB
-1760 RT CURB
MEDIAN
MEDIAN
NOTE:
SIGNING & STRIPING TO BE
INSTALLED PER DWG. 6510
CLOUDED AREAS ARE NOT A PART OF PLAN
APPROVAL DATED ____________, 2025.
JOHN PREVITI AVENUE
28
5
+
2
8
.
5
7
E
C
17
6
2
.
4
7
T
C
28
6
+
5
4
.
0
3
17
6
4
.
5
8
T
C
L12
L13
L14
28
4
+
1
7
.
0
9
E
C
17
6
1
.
1
2
T
C
28
4
+
5
5
.
9
6
P
R
C
17
6
2
.
1
4
T
C
28
5
+
1
9
.
1
0
E
C
17
6
3
.
6
5
T
C
28
6
+
5
4
.
0
3
17
6
6
.
5
8
T
C
28
5
+
2
8
.
5
3
E
C
17
6
3
.
2
0
F
S
28
6
+
5
4
.
0
3
17
6
5
.
1
6
F
S
E
N
D
C
O
N
S
T
.
JO
I
N
E
X
.
C
&
G
EN
D
C
O
N
S
T
.
JO
I
N
E
X
.
C
&
G
VENTANA
PA-3
VENTANA
PA-4
DU
N
C
A
N
C
A
N
Y
O
N
RO
A
D
EN
D
C
O
N
S
T
.
JO
I
N
E
X
.
C
/
L
C13
28
4
+
4
0
.
0
7
B
C
17
6
0
.
7
4
T
C
28
1
+
5
7
.
7
2
B
C
17
5
3
.
3
3
T
C
28
1
+
4
7
.
0
9
B
C
17
5
3
.
6
5
T
C
28
1
+
6
2
.
3
0
E
C
17
5
4
.
0
7
T
C
28
2
+
8
4
.
9
5
B
C
17
5
7
.
7
5
T
C
28
3
+
6
7
.
9
7
E
C
17
6
0
.
1
0
T
C
28
3
+
8
3
.
5
5
B
C
17
6
0
.
4
1
T
C
28
1
+
4
8
.
1
0
B
C
17
5
3
.
6
4
T
C
28
2
+
5
1
.
3
8
E
C
17
5
6
.
7
2
T
C
28
2
+
8
8
.
7
4
B
C
17
5
7
.
7
0
T
C
28
3
+
2
3
.
7
4
E
C
17
5
8
.
6
0
T
C
28
3
+
8
2
.
8
6
B
C
17
6
0
.
2
4
T
C
C12
C1
4
C15
C16
C17
C18
C33
C34
C35 C36
C37
C3
8
C39
C40
C41 C4
2
EN
D
A
.
C
.
D
I
K
E
/
BE
G
I
N
O
F
C
U
R
B
EN
D
A
.
C
.
D
I
K
E
/
BE
G
I
N
O
F
C
U
R
B
28
4
+
0
0
.
0
0
17
6
0
.
6
5
T
C
28
3
+
5
0
.
0
0
17
5
9
.
2
0
T
C
28
4
+
5
0
.
0
0
17
6
1
.
9
9
T
C
28
5
+
5
0
.
0
0
17
6
4
.
3
3
T
C
28
6
+
5
0
.
0
0
17
6
6
.
4
9
T
C
28
6
+
5
4
.
0
3
G
B
17
6
6
.
5
8
T
C
2.16%
PROPOSED TOP OF 8" CURB
@ 47' E'LY
EXISTING GROUND
@ 47' E'LY
BC
EC
28
4
+
1
7
.
0
9
17
6
1
.
1
2
T
C
28
4
+
5
5
.
9
6
17
6
2
.
1
4
T
C
28
5
+
1
9
.
1
0
17
6
3
.
6
5
T
C
PR
C
L.O.C. =
40.60'
8"CF
L.O.C. =
67.60'
8"CF
CL
C
B
#
2
91
+
6
7
.
9
1
(1
7
6
7
.
7
7
T
C
)
91
+
8
3
.
2
5
(1
7
6
8
.
0
9
T
C
)
EC
R
L.O.C.=
25.66'
L.O.C.=
25.66'
91
+
9
9
.
9
1
(1
7
6
8
.
4
4
T
C
)
92
+
2
4
.
9
1
(1
7
6
9
.
0
7
T
C
)
92
+
4
9
.
9
1
(1
7
6
9
.
6
5
T
C
)
L.O.C.= 54.35'
ON CURB RETURN
4 4 4
EC
R
BC
R
PR
C
(1
7
6
6
.
9
6
T
C
)
(1
7
6
7
.
2
8
T
C
)
(1
7
6
7
.
5
7
T
C
)
H=6.87'
JO
I
N
E
X
.
C
&
G
28
6
+
2
5
.
0
0
17
6
5
.
9
5
T
C
28
5
+
7
5
.
0
0
17
6
4
.
8
7
T
C
200.00' VC
28
3
+
4
0
.
0
0
B
V
C
17
5
8
.
7
2
T
C
28
5
+
4
0
.
0
0
E
V
C
17
6
3
.
8
5
T
C
PVI STA = 284+40.00
PVI ELEV = 1761.95
28
3
+
0
0
.
0
0
17
5
7
.
6
8
T
C
28
3
+
7
5
.
0
0
17
5
9
.
9
4
T
C
28
4
+
2
5
.
0
0
17
6
1
.
3
3
T
C
28
4
+
7
5
.
0
0
17
6
2
.
6
1
T
C
28
5
+
0
0
.
0
0
17
6
3
.
2
1
T
C
28
5
+
2
5
.
0
0
17
6
3
.
7
8
T
C
3.05%
(1
7
6
6
.
6
4
T
C
)
28
6
+
5
7
.
0
0
B
C
R
1.56%
28
6
+
5
4
.
0
3
G
B
17
6
5
.
1
6
F
S
EN
D
C
O
N
S
T
.
JO
I
N
E
X
.
C
/
L
(1.75%)
28
7
+
0
0
.
0
0
G
B
(1
7
6
5
.
9
6
F
S
)
28
7
+
1
0
.
6
4
G
B
(1
7
6
6
.
1
5
F
S
)
C/
L
I
N
T
E
R
S
E
C
T
I
O
N
28
7
+
4
5
.
5
4
-
JO
H
N
P
R
E
V
I
T
I
A
V
E
.
=
90
+
8
7
.
5
2
-
DU
N
C
A
N
C
A
N
Y
O
N
R
D
.
(1
7
6
6
.
7
4
F
S
)
(1.72%)
(2.00%)
28
8
+
0
0
.
7
5
G
B
FINISHED SURFACE @ CL
PER DWG. NO. 6064
28
3
+
5
0
.
0
0
17
5
9
.
1
2
F
S
EXISTING GROUND
@ CL
28
4
+
1
7
.
0
9
17
6
0
.
9
2
F
S
28
3
+
0
0
.
0
0
17
5
7
.
6
3
F
S
PROPOSED FINISHED
SURFACE @ CL
3.00%
28
4
+
0
0
.
0
0
17
6
0
.
5
0
F
S
28
5
+
0
0
.
0
0
17
6
2
.
7
0
F
S
28
6
+
0
0
.
0
0
17
6
4
.
3
2
F
S
200.00' VC
28
3
+
4
0
.
0
0
B
V
C
17
5
8
.
8
2
F
S
28
5
+
4
0
.
0
0
E
V
C
17
6
3
.
3
8
F
S
PVI STA = 284+40.00
PVI ELEV = 1761.83
28
5
+
2
8
.
5
3
E
C
17
6
3
.
2
0
F
S
28
3
+
7
5
.
0
0
17
5
9
.
8
3
F
S
28
4
+
2
5
.
0
0
17
6
1
.
1
2
F
S
28
4
+
5
0
.
0
0
17
6
1
.
6
9
F
S
28
4
+
7
5
.
0
0
17
6
2
.
2
2
F
S
28
5
+
2
5
.
0
0
17
6
3
.
1
4
F
S
28
5
+
5
0
.
0
0
17
6
3
.
5
4
F
S
28
6
+
5
0
.
0
0
17
6
5
.
1
0
F
S
28
4
+
0
0
.
0
0
17
5
9
.
8
2
T
C
28
5
+
0
0
.
0
0
17
6
1
.
9
6
T
C
28
6
+
0
0
.
0
0
17
6
3
.
6
7
T
C
28
3
+
5
0
.
0
0
17
5
8
.
5
5
T
C
28
3
+
7
5
.
0
0
17
5
9
.
2
0
T
C
28
4
+
2
5
.
0
0
17
6
0
.
4
0
T
C
28
4
+
5
0
.
0
0
17
6
0
.
9
5
T
C
28
4
+
7
5
.
0
0
17
6
1
.
4
7
T
C
28
5
+
2
5
.
0
0
17
6
2
.
4
1
T
C
28
5
+
5
0
.
0
0
17
6
2
.
8
4
T
C
28
6
+
5
0
.
0
0
17
6
4
.
5
1
T
C
2.71%
1.68%
200.00' VC
28
3
+
4
0
.
0
0
B
V
C
17
5
8
.
2
9
T
C
28
5
+
4
0
.
0
0
E
V
C
17
6
2
.
6
7
T
C
PVI STA = 284+40.00
PVI ELEV = 1760.99
28
6
+
5
4
.
0
3
E
C
R
17
6
4
.
5
8
T
C
PROPOSED TOP OF
8" CURB @ 48' W'LY
EXISTING GROUND
@ 48' W'LY
28
5
+
2
8
.
5
7
17
6
2
.
4
7
T
C
EC
90
+
0
0
.
0
0
(1
7
6
4
.
3
8
T
C
)
89
+
2
5
.
0
0
(1
7
6
2
.
8
6
T
C
)
89
+
5
0
.
0
0
(1
7
6
3
.
3
6
T
C
)
89
+
7
5
.
0
0
(1
7
6
3
.
8
7
T
C
)
90
+
0
2
.
8
9
(1
7
6
4
.
4
4
T
C
)
BC
R
L.O.C.= 55.61'
ON CURB RETURN
4 4 4 4
(1
7
6
4
.
6
2
T
C
)
(1
7
6
4
.
8
0
T
C
)
(1
7
6
4
.
7
6
T
C
)
JO
I
N
E
X
.
C
&
G
28
3
+
0
0
.
0
0
G
B
17
5
7
.
2
0
T
C
EN
D
A
.
C
.
D
I
K
E
/
BE
G
I
N
O
F
C
U
R
B
28
4
+
4
0
.
0
7
17
6
0
.
7
4
T
C
28
2
+
0
0
.
0
0
17
5
5
.
1
9
T
C
28
3
+
0
0
.
0
0
G
B
17
5
7
.
9
7
T
C
3.00%
2.98%
2.98%
2.64%2.38%
28
2
+
5
1
.
3
8
E
C
17
5
6
.
7
2
T
C
28
2
+
8
8
.
7
4
B
C
17
5
7
.
7
0
T
C
28
1
+
5
0
.
0
0
17
5
3
.
7
0
T
C
28
2
+
5
0
.
0
0
17
5
6
.
6
8
T
C
28
1
+
4
8
.
1
0
B
C
17
5
3
.
6
4
T
C
28
2
+
0
0
.
0
0
17
5
5
.
1
9
T
C
L.O.C.=
37.73'
8'CF
PORTION
OF L.O.C.=
34.99'
8'CF
28
2
+
0
0
.
0
0
17
5
4
.
2
4
T
C
28
1
+
5
0
.
0
0
17
5
2
.
7
6
T
C
28
2
+
5
0
.
0
0
17
5
5
.
7
2
T
C
2.96%
28
1
+
0
0
.
0
0
17
5
1
.
2
7
T
C
28
3
+
0
0
.
0
0
G
B
17
5
7
.
2
0
T
C
PROPOSED TOP OF 8" CURB
@ 34'-48' W'LY
EXISTING GROUND
@ 34'-48' W'LY
3.00%
PROPOSED
FINISHED SURFACE
@ CL
EXISTING GROUND
@ CL
28
2
+
0
0
.
0
0
17
5
4
.
6
3
F
S
28
3
+
0
0
.
0
0
17
5
7
.
6
3
F
S
28
1
+
0
0
.
0
0
17
5
1
.
6
3
F
S
28
1
+
5
0
.
0
0
17
5
3
.
1
3
F
S
28
2
+
5
0
.
0
0
17
5
6
.
1
3
F
S
28
2
+
0
0
.
0
0
17
5
4
.
6
2
T
C
28
3
+
0
0
.
0
0
17
5
7
.
6
8
T
C
28
1
+
5
0
.
0
0
17
5
3
.
1
0
T
C
28
2
+
5
0
.
0
0
17
5
6
.
1
5
T
C
3.05%
PROPOSED TOP OF
8" CURB @ 34' E'LY
EXISTING GROUND
@ 34' E'LY
28
1
+
0
0
.
0
0
17
5
1
.
5
7
T
C
EN
D
A
.
C
.
D
I
K
E
/
BE
G
I
N
O
F
C
U
R
B
28
1
+
5
7
.
7
2
17
5
3
.
3
3
T
C
CURVE DATA
CURVE #
C12
C13
C14
C15
C16
C17
C18
C33
C34
C35
C36
C37
C38
C39
C40
C41
C42
RADIUS
798.00'
798.00'
859.00'
859.00'
200.00'
200.00'
825.00'
4.00'
839.00'
100.00'
120.00'
827.00'
55.00'
830.00'
200.00'
200.00'
3.00'
LENGTH
321.31'
83.36'
59.68'
270.07'
40.60'
67.60'
428.46'
11.46'
102.62'
37.73'
34.99'
57.79'
15.47'
123.40'
84.52'
15.97'
8.77'
DELTA
23°04'12"
5°59'06"
3°58'51"
18°00'49"
11°37'57"
19°22'00"
29°45'23"
164°08'01"
7°00'28"
21°37'06"
16°42'30"
4°00'14"
16°07'11"
8°31'05"
24°12'46"
4°34'34"
167°24'56"
PORTION OF 200' VERTICAL CURVE
PVI STA = 284+40.00
PVI ELEV = 1762.40
17
5
7
.
9
7
T
C
2.62%2.87%
2.71%
28
3
+
2
3
.
7
4
E
C
17
5
8
.
6
0
T
C
28
3
+
8
2
.
8
6
B
C
17
6
0
.
2
4
T
C
28
3
+
5
0
.
0
0
17
5
9
.
3
5
T
C
28
3
+
4
0
.
0
0
B
V
C
17
5
9
.
0
6
T
C
28
3
+
0
0
.
0
0
G
B
17
5
7
.
9
7
T
C
PORTION
OF L.O.C.=
34.99'
8'CF
28
1
+
5
0
.
0
0
17
5
3
.
7
0
T
C
28
2
+
5
0
.
0
0
17
5
6
.
7
0
T
C
3.00%
28
3
+
0
0
.
0
0
G
B
17
5
8
.
2
2
T
C
3.08%
28
2
+
8
4
.
9
5
G
B
17
5
7
.
7
6
T
C
28
2
+
0
0
.
0
0
17
5
5
.
2
0
T
C
28
3
+
0
0
.
0
0
G
B
28
1
+
4
7
.
0
9
17
5
3
.
6
1
T
C
28
1
+
6
2
.
3
0
17
5
4
.
0
7
T
C
PORTION OF L.O.C.=
84.52'
8'CFL.O.C.=
15.47'
8'CF
PORTION OF 200' VERTICAL CURVE
28
3
+
4
0
.
0
0
B
V
C
17
5
9
.
4
0
T
C
PVI STA = 284+40.00
PVI ELEV = 1762.40
17
5
8
.
2
2
T
C
3.24%
2.43%2.09%2.01%
28
3
+
3
5
.
7
3
G
B
17
5
9
.
3
8
T
C
28
3
+
6
7
.
9
7
G
B
17
6
0
.
1
0
T
C
28
3
+
8
3
.
5
5
G
B
17
6
0
.
4
1
T
C
28
3
+
5
0
.
0
0
G
B
17
5
9
.
7
2
T
C
28
3
+
0
0
.
0
0
G
B
17
5
8
.
2
2
T
C
PORTION
OF L.O.C.=
84.52'
8'CF
L.O.C.=
15.97'
8'CF
LINE DATA
LINE #
L12
L13
L14
BEARING
N00°23'44"E
N00°23'44"E
N00°23'44"E
DISTANCE
125.47'
135.45'
125.58'
9/24/2025