HomeMy WebLinkAbout6305-3WWWWWWW
WWWW
N89°25'55"E 198.01'
N89°25'55"E 230.01'
57+00 58+00 59+00
N89°25'55"E 153.49'
40
.
0
4
'
2'
D
E
D
I
C
A
T
I
O
N
EX. 16" WATER LINE
SLOVER
AVENUE
2.
0
0
%
6
C4C5
SEE DETAIL C HEREON
1029.74 FS
JOIN
1029.78 FS
JOIN
6
PR
O
P
O
S
E
D
S
T
R
E
E
T
L
I
G
H
T
PE
R
S
E
P
A
R
A
T
E
P
L
A
N
NEW R/WEX. R/W2'
4.
5
'
5.
3
1
'
(4
0
.
1
9
'
)
2.
0
0
%
2.
0
0
%
(1
7
'
)
E.P. RETURN DATA
CURVE #
C4
C5
059°30'44"
059°31'03"
R
15.00'
15.00'
L
15.58'
15.58'
T
8.575
8.576
WWWWWW
N89°25'55"E 198.01'
N89°25'55"E 153.49'
PROPOSED DRIVEWAY
PER CITY OF FONTANA STD.
PLAN NO. 1001, DWG. 3/4. W = 40'.
1029.17
BW
ST
A
:
5
8
+
6
2
.
8
6
10
2
8
.
7
1
T
C
10
2
8
.
6
3
F
L
W
=
4
0
'
1
2.
0
0
%
2.
0
0
%
10
.
0
1
%
6
EC
R
S
T
A
:
5
8
+
9
7
.
9
5
~
4
0
.
0
0
'
L
T
10
2
8
.
9
7
T
C
10
2
8
.
4
2
F
L
JO
I
N
EC
R
S
T
A
:
5
8
+
2
7
.
8
7
~
4
0
.
0
0
'
L
T
10
2
9
.
3
2
T
C
10
2
8
.
8
0
F
L
JO
I
N
C4
C5
5
1029.56
FS 0" CF
1029.31
FS 0"CF
4'
7.
3
9
'
2'
6
NEW R/W
EX. R/W
2.
0
0
%
ST
A
:
5
8
+
4
2
.
4
3
10
2
9
.
6
3
B
W
0"
C
F
ST
A
:
5
8
+
8
3
.
3
1
10
2
9
.
4
0
B
W
0"
C
F
W:
\
2
2
-
0
1
3
S
C
F
U
E
L
S
F
O
N
T
A
N
A
\
D
W
G
\
2
2
0
1
3
S
I
T
B
.
d
w
g
J
u
l
1
9
,
2
0
2
3
-
2
:
3
9
p
m
BASIS OF BEARINGS
THE BASIS OF BEARINGS USED ON
THIS SURVEY IS THE CENTERLINE OF
SLOVER AVENUE BEARING NORTH
89°25'55" EAST AS SHOWN ON
RECORD OF SURVEY 10-109 BOOK 146
PAGE 56 RECORDS OF SAID COUNTY.
0
SCALE: 1" = 20'
40'20'20'10'
DATE:
DRAWING NO.:APPROVED BY:CHECKED BY: DATE :
R.C.E. 69050 GIA LAM KIM CITY ENGINEER R.C.E. 62296
DATE:
SCALE:
As Noted
7/19/23
DESIGNED BY:
DRAWN BY:
AI
MW
PREPARED UNDER THE SUPERVISION OF :CITY OF FONTANA, CALIFORNIA
7/19/23
MW 6305 4
BEFORE
YOU DIG
TOLL FREE
DIAL
1-800-227-2600
AND CARRIED FORTH IN A DILIGENT MANNER, THE
STANDARDS IN EFFECT.
PLANS TO BRING THEM INTO CONFORMANCE WITH
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
IMPROVEMENTS NOT COMMENCE WITHIN TWO
SHOULD CONSTRUCTION OF THE REQUIRED
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
BENCHMARK
BENCHMARK ID: 590 (CITY OF
FONTANA)
DESCRIPTION: BEECH AVE. &
BOYLE AVE. TOP F.H. AT S/W 1/4
KNUCKLE
ELEVATION: 1047.29 FEET (NGVD29)
INCWaber Consultants
PLANNING CIVIL ENGINEERING SURVEYING
19210 S. VERMONT AVE., SUITE 115, GARDENA, CA 90248
P (424) 344-2464 F (562) 372-3282
MAHIR WABER
PROFILE SCALES
HORIZONTAL: 1" = 20'
VERTICAL: 1" = 2'
57+00 58+00 59+00 59+50 60+0057+50 58+50
STREET IMPROVEMENT PLANS
3
CONSTRUCTION NOTES:
CONSTRUCT DRIVEWAY APPROACH PER OF FONTANA CITY STD. DETAIL 1001.
CONSTRUCT CURB RAMP PER CITY OF FONTANA STD. DETAIL 1003.
REMOVE EXISTING AC AND CONSTRUCT MIN 4.5" AC PAVEMENT OVER 12" MIN
COMPACTED NATIVE PER STD DETAIL 400.
CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1000.
SAWCUT, REMOVE & REPLACE EXISTING PAVEMENT (2' MIN) PER CITY OF FONTANA
STD. DETAIL 1008 AND DETAIL 1 ON SHEET 1.
CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STD. DETAIL 1006.
PROTECT-IN PLACE EXISTING SPEED LIMIT SIGN.
1
2
3
4
5
6
7
1030
1035
1030
1035
58
+
5
0
.
0
0
(1
0
2
9
.
6
0
)
F
S
59
+
0
0
.
0
0
(1
0
2
9
.
3
9
)
F
S
59
+
2
6
.
7
4
(1
0
2
9
.
3
0
)
F
S
58
+
0
0
.
0
0
(1
0
2
9
.
6
7
)
F
S
57
+
6
9
.
1
2
(1
0
2
9
.
8
4
)
F
S
58
+
9
7
.
9
5
10
2
8
.
9
7
T
C
10
2
8
.
4
2
F
L
JO
I
N
58
+
2
7
.
8
7
10
2
9
.
3
2
T
C
10
2
8
.
8
0
F
L
JO
I
N
0.54%
(0.61%)
58
+
4
0
.
7
9
10
2
9
.
5
6
T
C
58
+
8
4
.
9
4
10
2
9
.
3
1
T
C
(0.39%)
EX. GRADE FOR
FS AT CENTERLINE
PROP. FL SOUTH
EX. FL
(0.55%)
(0.55%)(0.55%)
(0.53%)
EC
R
5
9
+
2
6
.
7
4
(1
0
2
8
.
9
6
)
T
C
(1
0
2
8
.
2
9
)
F
L
JO
I
N
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
2 S
T
A
:
5
9
+
1
7
.
9
4
PRIVATE APPROACH (SLOVER AVE.)
PRIVATE APPROACH (SLOVER AVE.)
LOCATION
DETAIL C
SCALE 1' = 10"
BETWEEN
STA: 58+27.87 AND
SLOVER AVENUE
STA: 59+17.94
8/1/2023