HomeMy WebLinkAbout6624-2ST
A
I
R
S
LOT 38
LOT 37
C
M
E
TS
TL
TLTS
LENNAR SIGN
ROCK RETAINING WALL
ALLEY
ALLEY
23.6
'
58.00' ULTIMATE R/W
9.1'
100.0'
32.77'
54.0'
4.5'
11.57'
46.42' TO CF
66
.
0
0
'
U
L
T
I
M
A
T
E
R
O
W
53
.
5
3
'
T
O
F
/
L
12
.
4
7
'
R50
'
11.71'
8.12'
PROPOSED 11'x21'
LAMAR DIGITAL SIGN
(PER SEPARATE PERMIT)
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
EX. PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
4.
9
9
'
11
.
1
2
'
EX. RW
38.47'
50
.
1
2
'
50.00'
12
.
4
4
'
21.00'
S 89°50'59.45" W
S 89°50'59.45" W
S 89°50'59.97" E 122.00'
S 89°51'03.11" E 102.00'
S
4
5
°
0
8
'
5
9
.
4
6
"
E
1
4
.
1
4
'
S
0
°
0
9
'
0
0
.
0
7
"
E
6
0
.
0
0
'
N
0
°
0
8
'
5
9
.
8
6
"
W
4
0
.
2
4
'
N 89°51'00.12" E 127.00'
S
0
°
0
9
'
0
0
.
0
7
"
E
6
0
.
0
'
S 89°51'00.14" W 127.00'
S 89°51'00.07" W 137.00'
S
0
°
0
9
'
0
0
.
0
3
"
E
6
0
.
0
0
'
S
0
°
0
9
'
0
0
.
5
5
"
E
4
0
.
0
0
'
N
0
°
0
9
'
0
0
.
0
8
"
W
19
.
7
6
'
20
.
0
0
'
20.00'
20.00'
APN: 0228-301-50
(CITY OF FONTANA)
APN: 0228-301-27
(CITY OF FONTANA)
APN: 0228-323-01
PR
O
P
O
S
E
D
P
O
W
E
R
S
O
U
R
C
E
4'
D
E
A
D
C
E
N
T
E
R
B
E
H
I
N
D
EX
.
M
C
I
V
A
U
L
T
(P
E
R
S
E
P
A
R
A
T
E
P
E
R
M
I
T
)
18
.
1
9
'
64.95'
64.95'
AA
S
H
T
O
S
U
-
4
0
D
U
A
L
A
X
L
E
40
'
T
R
U
C
K
T
E
M
P
L
A
T
E
PR
O
P
O
S
E
D
P
E
D
E
S
T
A
L
(P
E
R
S
E
P
A
R
A
T
E
P
E
R
M
I
T
)
S
4
5
°
0
9
'
0
0
.
0
0
"
E
1
4
.
1
4
'
S
0
°
0
8
'
5
9
.
6
6
"
E
55
.
0
'
EX
.
C
O
M
M
.
VA
U
L
T
S
0
°
0
9
'
0
0
.
5
5
"
E
6
0
.
0
0
'
L=65.16' R=915.55'
S
0
°
0
9
'
0
0
.
0
3
"
E
7
0
.
0
0
'
S
0
°
0
9
'
0
0
.
0
3
"
E
1
0
.
0
'
EX
.
C
U
R
B
S
0
°
0
8
'
5
9
.
6
6
"
E
49
.
0
5
'
N
4
5
°
6
'
1
"
W
5
4
.
0
1
'
18.00'
S
0
°
0
8
'
5
9
.
6
6
"
E
70
.
0
0
'
EX. RAMP
21
+
0
0
20
+
5
0
21
+
5
0
22
+
0
0
22
+
5
0
19+5019+0018+50
18+00
17+50
20+50
19
+
5
0
N
0
0
°
0
9
'
0
0
"
W
S 89°59'10" W
EX
.
P
R
O
P
E
R
T
Y
L
I
N
E
EX
.
D
W
Y
EX
.
S
E
W
E
R
C
L
E
A
N
-
O
U
T
EX
.
G
A
T
E
EX. WALL
EX
.
8
"
C
&
G
EX
.
W
A
L
K
EX. 8" C&G
EX. WALK
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
EX
.
4
8
"
S
T
O
R
M
D
R
A
I
N
PE
R
C
I
T
Y
D
R
A
W
I
N
G
N
O
3
0
0
1
SD
SD
SD
SD
SD
EX
.
S
D
M
H
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
EX
.
2
1
"
S
E
W
E
R
P
E
R
C
I
T
Y
DR
A
W
I
N
G
N
O
.
2
5
0
0
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W
W
W
W W
S S S S S
EX
.
S
E
W
E
R
L
A
T
E
R
A
L
W
W
W
W
W
W
W W W
G
G
G
G
G
G
G
G
G
G
G
EX
.
4
"
H
.
P
.
G
A
S
EX
.
2
1
"
W
A
T
E
R
47
.
4
0
'
47.
4
0
'
C/
L
C
I
T
R
U
S
A
V
E
N
U
E
C.
F
.
F/
L
C/L SOUTH HIGHLAND AVENUE
11'11'10'
11
.
6
4
'
12
.
7
7
'
10
.
5
9
'
12'20'
APN: 0228-301-30
APN: 0228-301-29
APN: 0228-301-28
APN: 0228-323-24
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
BASIS OF BEARINGS BENCH MARK:
811
Call: TOLL FREE
Underground Service Alert
1
CONSTRUCTION NOTES
CONSTRUCT 6" CONCRETE ROLLED CURB AND
GUTTER PER DETAIL 2 HEREON.
ST
A
.
2
1
+
8
3
.
1
1
ST
A
.
2
1
+
6
3
.
1
1
C/
L
N
E
W
D
R
I
V
E
W
A
Y
STA. 21+43.1
BEGIN DEMO
STA. 21+83.1
END DEMO
2
(1500.22TC)
(1499.55FL)
PLAN SHEET STA 21+43.11-21+83.11
CITRUS AVE & SOUTH HIGHLAND AVE
APN 0228-301-50
CITY OF FONTANA BENCHMARK NO. "33 B"
PID: EV9275
USGS QUAD: DEVORE (2018)
ELEVATION = 1455.57
(1498.81TC)
(1497.14FL)3.6%
1500.43FS
1499.20FL 1498.49FL
3
11
.
7
0
'
0.
5
'
1499.03FS1499.90FS 1499.19FS
2.
0
%
SAWCUT AND REMOVE EXISTING CURB, GUTTER,
AND SIDEWALK
A
DRIVEWAY DATA
LENGTHNO.
10.05'
10.03'B
1
DRIVEWAY DETAIL
GRAPHIC SCALE
0
( IN FEET )
1 inch = 20 ft.
20 20 4010 80
SCALE: 1" = 5'
SE
E
D
R
I
V
E
W
A
Y
D
E
T
A
I
L
RI
G
H
T
H
E
R
E
O
N
20.0'
ROLLED CURB
2.
0
%
10.0'
CURB TRANSITION
ST
A
.
2
1
+
4
3
.
1
1
10.0'
CURB TRANSITION
6" R.C.F.
0.5' R.C.F.
CI
T
R
U
S
A
V
E
N
U
E
2
0
+
0
0
.
0
0
SO
U
T
H
H
I
G
H
L
A
N
D
A
V
E
N
U
E
2
0
+
0
0
.
0
0
13
"
7"
6"
1:12
1/2"R
1/2"R
1/2"R1/2"R
F.S. AC PAVEMENT
6"12"18"
BA
C
K
O
F
C
U
R
B
TO
P
O
F
C
U
R
B
FL
O
W
L
I
N
E
-
ED
G
E
O
F
G
U
T
T
E
R
ED
G
E
O
F
P
A
V
E
M
E
N
T
ST
R
E
E
T
T
R
A
V
E
L
W
I
D
T
H
6" CONCRETE ROLLED CURB AND GUTTER
N.T.S.2
CONSTRUCT (WIDTH = PER PLAN) CURB ADJACENT 3
2
A
B
18"6"
6"12"18"
TRAN
S
I
T
I
O
N
L
E
N
G
T
H
P
E
R
P
L
A
N
TOP
O
F
C
U
R
B
T
R
A
N
S
I
T
I
O
N
FLOW
L
I
N
E
T
R
A
N
S
I
T
I
O
N
EDG
E
O
F
G
U
T
T
E
R
13
"
7"
6"
8"
6"
ED
G
E
O
F
G
U
T
T
E
R
ED
G
E
O
F
P
A
V
E
M
E
N
T
FL
O
W
L
I
N
E
/
T
O
P
O
F
C
U
R
B
ST
R
E
E
T
T
R
A
V
E
L
W
I
D
T
H
BA
C
K
O
F
C
U
R
B
ED
G
E
O
F
G
U
T
T
E
R
ED
G
E
O
F
P
A
V
E
M
E
N
T
FL
O
W
L
I
N
E
/
T
O
P
O
F
C
U
R
B
ST
R
E
E
T
T
R
A
V
E
L
W
I
D
T
H
BA
C
K
O
F
C
U
R
B
TO
P
O
F
C
U
R
B
TRANSITION STANDARD 8" CURB AND GUTTER
N.T.S.
4 TO 6" ROLLED CURB AND GUTTER
4 CONSTRUCT STANDARD 8" CURB AND GUTTER
TRANSITION TO 6" ROLLED CURB AND GUTTER
PER DETAIL 4 HEREON.
4 4
SA
W
C
U
T
L
I
N
E
FULL DEPTH AC REMOVAL AND RECONSTRUCTION
N.T.S.5
12"
EXISTING AC
EXISTING AB
EX. AC SURFACE
12" FULL DEPTH AC
COMPACTED EX. SUBGRADE
TACK COAT
RECOMPACT 1' OF EX.
SUBGRADE TO 95% RELATIVE
COMPACTION
REMOVE EX. AC TO A
DEPTH OF 12" AND REPAVE
WITH 12" OF NEW AC
C&G
5 REMOVE AND RECONSTRUCT FULL DEPTH AC
PER DETAIL 5 HEREON.
5
C
20.00'C
1
2
1
2
(2)#4 BAR CONTINUOUS
#3 BARS @ 36" O.C. TYP.
NOTES:
1.CONCRETE SHALL BE CLASS 520-C-2500 PCC; CURED WITH WHITE PIGMENTED COMPOUND.
2.ALL EXPOSED CORNERS SHALL BE FINISHED WITH 1
2" RADIUS
3.FINISH SHALL BE FINE BROOM.
4.EXISTING PCC SHALL BE SAWCUT AND SCORELINE PRIOR TO REMOVAL
5.CURBS SHALL HAVE EXPANSION PAPER AT 60' INTERVALS, AND WEAKED PLANE JOINT AT
10' INTERVALS ONLY; NO SCORE LINES ALLOWED
SIDEWALK X 8" DEPTH AT VEHICULAR DWY LOCATIONS
1
2" R
1
2" R
1
2" R
1
2" R 1:12
15
"
1
2" R
1
2" R
1
2" R 1
2" R
1:12
(DIRT)(DIRT)
EX
.
S
/
W
7.
6
1
'
EX
.
S
/
W
7.
8
8
'
1499.70TC
0.5' R.C.F.
1498.99TC
1498.85FL
1499.35TC
10
.
1
4
'
1499.55FS
11
.
5
8
'
BE
G
I
N
6
"
R
O
L
L
E
D
CU
R
B
T
R
A
N
S
I
T
I
O
N
ST
A
.
2
1
+
5
3
.
1
1
EN
D
6
"
R
O
L
L
E
D
CU
R
B
T
R
A
N
S
I
T
I
O
N
EN
D
6
"
R
O
L
L
E
D
CU
R
B
T
R
A
N
S
I
T
I
O
N
ST
A
.
2
1
+
7
3
.
1
1
BE
G
I
N
6
"
R
O
L
L
E
D
CU
R
B
T
R
A
N
S
I
T
I
O
N
5
1.
0
0
'
(1500.37FS)(1498.96FS)