HomeMy WebLinkAbout6526-6DATE:
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
276 277 278 279 280 281
-1752 LT CURB
-1752 RT CURB
1733 RT CURB-
275
1733 CL-
-1752 CL
27
5
+
0
0
.
0
0
-
M
A
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
5
2
8
1
+
0
0
.
0
0
-
M
A
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
7
6
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
1733 LT CURB-
27
5
+
0
0
.
0
0
-
M
A
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
5
28
1
+
0
0
.
0
0
-
M
A
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
7
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
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
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
5
6
7
8
9
12
14
16
17
1733 LT CURB-
MEDIAN
1733 RT CURB-
MEDIAN
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
-1752 RT CURB
MEDIAN
-1752 LT CURB
MEDIAN
NOTE:
SIGNING & STRIPING TO BE
INSTALLED PER DWG. 6510
CLOUDED AREAS ARE NOT A PART OF PLAN
APPROVAL DATED ____________, 2025.
C7
L10
L11
27
5
+
0
8
.
5
5
B
C
17
3
2
.
7
0
T
C
EN
D
S
I
D
E
W
A
L
K
IM
P
R
O
V
E
M
E
N
T
S
27
5
+
0
8
.
5
5
B
C
17
3
2
.
8
0
F
S
2
7
8
+
3
8
.
7
5
CL
C
B
N
O
.
1
0
W=
1
4
'
2
7
8
+
8
3
.
1
0
C
L
C
B
N
O
.
1
1
W
=
1
4
'
VENTANA
PA-4
VENTANA
PA-3
L23
L24
27
5
+
1
0
.
5
3
B
C
17
3
3
.
4
2
T
C
27
7
+
6
9
.
8
6
E
C
17
4
1
.
3
6
T
C
JOHN PREVITI AVENUE
27
7
+
9
5
.
6
8
B
C
17
4
2
.
2
7
T
C
2
7
8
+
4
9
.
8
8
E
C
1
7
4
4
.
0
4
T
C
2
7
8
+
6
9
.
4
4
B
C
1
7
4
4
.
6
8
T
C
2
8
0
+
6
4
.
3
1
E
C
1
7
5
1
.
0
9
T
C
2
8
0
+
6
1
.
2
5
E
C
1
7
5
0
.
3
9
T
C
2
8
0
+
3
9
.
4
2
E
C
1
7
4
9
.
4
8
T
C
2
8
0
+
5
1
.
2
6
E
C
1
7
5
0
.
7
4
T
C
C8
C9
C10
C11
C26
C27
C28
C29
C30
C31
C
3
2
E
N
D
O
F
C
U
R
B
/
B
E
G
I
N
A
.
C
.
D
I
K
E
E
N
D
O
F
C
U
R
B
/
B
E
G
I
N
A
.
C
.
D
I
K
E
27
9
+
0
0
.
0
0
17
4
5
.
0
8
T
C
28
0
+
0
0
.
0
0
17
4
8
.
4
5
T
C
28
1
+
0
0
.
0
0
17
5
1
.
5
7
T
C
27
8
+
5
0
.
0
0
17
4
3
.
3
9
T
C
27
9
+
5
0
.
0
0
17
4
6
.
7
7
T
C
28
0
+
5
0
.
0
0
17
5
0
.
0
4
T
C
28
0
+
1
8
.
7
2
G
B
17
4
9
.
0
9
T
C
3.38%
PROPOSED TOP OF
8" CURB @ 34' E'LY
EXISTING GROUND
@ 34' E'LY
27
8
+
0
0
.
0
0
17
4
1
.
7
0
T
C
27
8
+
8
3
.
1
0
17
4
4
.
5
1
T
C
H=8'
CL
C
B
#
1
1
EN
D
O
F
C
U
R
B
/
BE
G
I
N
A
.
C
.
D
I
K
E
28
0
+
6
1
.
2
5
17
5
0
.
3
9
T
C
3.38%
28
0
+
1
8
.
7
2
G
B
17
4
9
.
1
9
F
S
EXISTING GROUND
@ CL
27
8
+
0
0
.
0
0
17
4
1
.
8
0
F
S
PROPOSED FINISHED
SURFACE @ CL
27
9
+
0
0
.
0
0
17
4
5
.
1
8
F
S
28
0
+
0
0
.
0
0
17
4
8
.
5
6
F
S
28
1
+
0
0
.
0
0
17
5
1
.
6
3
F
S
27
8
+
5
0
.
0
0
17
4
3
.
4
9
F
S
27
9
+
5
0
.
0
0
17
4
6
.
8
7
F
S
28
0
+
5
0
.
0
0
17
5
0
.
1
3
F
S
27
6
+
0
0
.
0
0
17
3
5
.
1
6
T
C
27
8
+
0
0
.
0
0
17
4
1
.
5
7
T
C
27
5
+
2
5
.
0
0
17
3
3
.
1
2
T
C
27
5
+
5
0
.
0
0
17
3
3
.
7
7
T
C
27
5
+
7
5
.
0
0
17
3
4
.
4
5
T
C
27
6
+
2
5
.
0
0
17
3
5
.
8
9
T
C
27
6
+
5
0
.
0
0
17
3
6
.
6
4
T
C
27
6
+
7
5
.
0
0
17
3
7
.
4
2
T
C
27
7
+
5
0
.
0
0
17
3
9
.
9
0
T
C
200.00' VC
27
7
+
0
0
.
0
0
E
V
C
17
3
8
.
2
3
T
C
PVI STA = 276+00.00
PVI ELEV = 1734.95
27
5
+
0
0
.
0
0
B
V
C
17
3
2
.
4
9
T
C
PROPOSED TOP OF 8" CURB
@ 34'-48' W'LYEXISTING GROUND
@ 34'-48' W'LY
200.00' VC
PVI STA = 276+00.00
PVI ELEV = 1735.62
27
6
+
0
0
.
0
0
G
B
17
3
5
.
8
1
T
C
27
8
+
0
0
.
0
0
G
B
17
4
2
.
2
4
T
C
2.45%
2.54%
2.76%
2.99%
3.21%
3.34%
3.33%
27
5
+
5
0
.
0
0
G
B
17
3
4
.
4
3
T
C
27
6
+
5
0
.
0
0
G
B
17
3
7
.
3
0
T
C
27
7
+
5
0
.
0
0
G
B
17
4
0
.
5
8
T
C
27
5
+
0
0
.
0
0
B
V
C
17
3
3
.
1
6
T
C
27
6
+
0
0
.
0
0
G
B
17
3
5
.
8
1
T
C
27
7
+
0
0
.
0
0
E
V
C
17
3
8
.
9
1
T
C
PROPOSED TOP OF 8"
MEDIAN CURB @ 5' W'LY
EXISTING GROUND
@ 5' W'LY
27
9
+
0
0
.
0
0
17
4
4
.
9
0
T
C
28
0
+
0
0
.
0
0
17
4
8
.
2
4
T
C
28
1
+
0
0
.
0
0
17
5
1
.
2
7
T
C
27
8
+
5
0
.
0
0
17
4
3
.
2
4
T
C
27
9
+
5
0
.
0
0
17
4
6
.
5
7
T
C
28
0
+
5
0
.
0
0
17
4
9
.
7
9
T
C
3.34%
28
0
+
1
8
.
7
2
G
B
17
4
8
.
8
7
T
C
PROPOSED TOP OF 8" CURB
@ 34'-48' W'LY
EXISTING GROUND
@ 34'-48' W'LY
27
8
+
0
0
.
0
0
17
4
1
.
5
7
T
C
CL
C
B
#
1
0
H=5'
27
8
+
3
8
.
7
5
17
4
2
.
8
6
T
C
28
0
+
3
9
.
4
2
17
4
9
.
4
8
T
C
EN
D
O
F
C
U
R
B
/
BE
G
I
N
A
.
C
.
D
I
K
E
27
6
+
0
0
.
0
0
17
3
5
.
1
8
T
C
27
8
+
0
0
.
0
0
17
4
1
.
7
0
T
C
27
5
+
2
5
.
0
0
17
3
3
.
1
2
T
C
27
5
+
5
0
.
0
0
17
3
3
.
7
8
T
C
27
5
+
7
5
.
0
0
17
3
4
.
4
6
T
C
27
6
+
2
5
.
0
0
17
3
5
.
9
2
T
C
27
6
+
5
0
.
0
0
17
3
6
.
6
9
T
C
27
6
+
7
5
.
0
0
17
3
7
.
5
0
T
C
27
7
+
5
0
.
0
0
17
4
0
.
0
1
T
C
PROPOSED TOP OF
8" CURB @ 34' E'LY
EXISTING GROUND
@ 34' E'LY
27
5
+
0
8
.
5
5
B
C
17
3
2
.
7
0
T
C
200.00' VC
27
7
+
0
0
.
0
0
E
V
C
17
3
8
.
3
3
T
C
PVI STA = 276+00.00
PVI ELEV = 1734.95
27
5
+
0
0
.
0
0
B
V
C
17
3
2
.
4
9
T
C
CURVE DATA
CURVE #
C7
C8
C9
C10
C11
C26
C27
C28
C29
C30
C31
C32
RADIUS
798.00'
798.00'
859.00'
859.00'
825.00'
827.00'
50.00'
830.00'
120.00'
200.00'
818.00'
3.50'
LENGTH
513.92'
56.73'
575.52'
40.82'
591.54'
544.20'
13.95'
260.87'
26.17'
19.45'
193.22'
10.01'
DELTA
36°53'57"
4°04'23"
38°23'15"
2°43'21"
41°04'56"
37°42'11"
15°59'26"
18°00'29"
12°29'35"
5°34'22"
13°32'03"
163°53'32"
27
6
+
0
0
.
0
0
17
3
5
.
8
5
T
C
27
5
+
5
0
.
0
0
17
3
4
.
4
5
T
C
27
6
+
5
0
.
0
0
17
3
7
.
3
7
T
C
27
7
+
5
0
.
0
0
17
4
0
.
6
9
T
C
200.00' VC
27
7
+
0
0
.
0
0
E
V
C
17
3
9
.
0
0
T
C
PVI STA = 276+00.00
PVI ELEV = 1735.62
27
8
+
0
0
.
0
0
G
B
3.55%
3.76%
27
7
+
9
5
.
6
8
B
C
17
4
2
.
2
7
T
C
27
6
+
0
0
.
0
0
17
3
5
.
8
5
T
C
PROPOSED TOP
OF 8" MEDIAN
CURB @ 5' E'LY
EXISTING GROUND
@ 5' E'LY
27
5
+
0
0
.
0
0
B
V
C
17
3
3
.
1
6
T
C
27
8
+
0
0
.
0
0
G
B
17
4
2
.
4
4
T
C
L.O.C.=
26.17'
8'CF
27
7
+
6
9
.
8
6
E
C
17
4
1
.
3
6
T
C
27
5
+
1
0
.
5
3
B
C
17
3
3
.
4
2
T
C
27
9
+
0
0
.
0
0
G
B
17
4
5
.
5
8
T
C
28
0
+
0
0
.
0
0
G
B
17
4
8
.
9
2
T
C
3.34%
3.34%
3.34%
3.35%
3.11%
2.94%3.26%
28
0
+
5
1
.
2
6
E
C
17
5
0
.
5
1
T
C
28
0
+
6
5
.
2
9
B
C
17
5
0
.
9
7
T
C
27
8
+
5
0
.
0
0
G
B
17
4
3
.
9
1
T
C
27
9
+
5
0
.
0
0
G
B
17
4
7
.
2
5
T
C
28
0
+
5
0
.
0
0
17
5
0
.
4
8
T
C
27
8
+
0
0
.
0
0
G
B
17
4
2
.
2
4
T
C
27
9
+
0
0
.
0
0
G
B
17
4
5
.
5
8
T
C
PROPOSED TOP
OF 8" MEDIAN
CURB @ 5' W'LY
EXISTING GROUND
@ 5' W'LY
27
8
+
0
0
.
0
0
G
B
17
4
2
.
4
4
T
C
27
9
+
0
0
.
0
0
G
B
17
4
5
.
7
1
T
C
28
0
+
0
0
.
0
0
G
B
17
4
9
.
0
9
T
C
3.76%3.73%
3.09%
3.26%
3.38%
3.38%
3.38%
3.14%
3.00%
27
8
+
0
9
.
9
2
G
B
17
4
2
.
8
1
T
C
27
8
+
6
9
.
4
4
B
C
17
4
4
.
6
8
T
C
28
0
+
6
4
.
3
1
E
C
17
5
1
.
0
9
T
C
27
9
+
5
0
.
0
0
G
B
17
4
7
.
4
0
T
C
28
0
+
5
0
.
0
0
G
B
17
5
0
.
6
6
T
C
PROPOSED TOP
OF 8" MEDIAN
CURB @ 5' E'LY
EXISTING GROUND
@ 5' E'LY
17
4
2
.
4
4
T
C
27
9
+
0
0
.
0
0
G
B
17
4
5
.
7
1
T
C
28
0
+
0
0
.
0
0
G
B
17
4
9
.
0
9
T
C
27
8
+
4
9
.
8
8
E
C
17
4
4
.
0
4
T
C
L.O.C.=
19.45'
8'CF
PROPOSED FINISHED
SURFACE @ CL
EXISTING GROUND
@ CL
27
6
+
0
0
.
0
0
17
3
5
.
2
8
F
S
27
8
+
0
0
.
0
0
17
4
1
.
8
0
F
S
200.00' VC
27
7
+
0
0
.
0
0
E
V
C
17
3
8
.
4
3
F
S
PVI STA = 276+00.00
PVI ELEV = 1735.05
27
5
+
0
0
.
0
0
B
V
C
17
3
2
.
5
9
F
S
27
5
+
0
8
.
5
5
B
C
17
3
2
.
8
0
F
S
27
5
+
2
5
.
0
0
17
3
3
.
2
2
F
S
27
5
+
5
0
.
0
0
17
3
3
.
8
8
F
S
27
5
+
7
5
.
0
0
17
3
4
.
5
6
F
S
27
6
+
2
5
.
0
0
17
3
6
.
0
2
F
S
27
6
+
5
0
.
0
0
17
3
6
.
8
0
F
S
27
6
+
7
5
.
0
0
17
3
7
.
6
0
F
S
27
7
+
5
0
.
0
0
17
4
0
.
1
2
F
S
LINE DATA
LINE #
L10
L11
BEARING
N71°14'04"E
N71°14'04"E
DISTANCE
8.50'
8.50'
9/24/2025