HomeMy WebLinkAbout6305-2W
W
S S S S S S S S
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W
W
60
+
0
0
5+79 6+00 7+00 8+00 9+00
9.
5
'
(1
0
2
3
.
7
2
)
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M
(1
0
1
5
.
7
8
)
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.
8
"
V
.
C
.
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:
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H
E
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L
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SL
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E
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E
5
3
4
(1026.16) FS
JOIN
2.
5
7
%
1027.17
BW
2.
8
2
%
SEE DETAIL A HEREON
6
5
NE
W
R
/
W
EX
.
R
/
W
(1
.
3
5
%
)
(1
.
6
8
%
)
5
C1
1.
2
0
%
2.
1
1
%
1.
4
7
%
ST
A
:
6
+
6
7
.
3
8
(1
0
2
3
.
7
9
)
F
S
JO
I
N
ST
A
:
9
+
0
9
.
3
9
(1
0
2
7
.
9
6
)
F
S
JO
I
N
E
X
.
2
4
"
R
C
P
ST
O
R
M
D
R
A
I
N
P
I
P
E
(6
'
)C2 C
3
(1023.46)
FS
SEE DETAIL B HEREON
NE
W
R
/
W
EX
.
R
/
W
NE
W
R
/
W
EX
.
R
/
W
PR
O
T
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T
-
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P
L
A
C
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E
X
.
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W
E
R
P
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E
PO
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E
#
4
1
9
6
1
4
9
E
PR
O
P
O
S
E
D
S
T
R
E
E
T
L
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G
H
T
PE
R
S
E
P
A
R
A
T
E
P
L
A
N
2.
0
0
%
PROPOSED STREET LIGHT
PER SEPARATE PLAN
6 6ST
A
:
6
+
6
7
.
3
8
~
2
6
.
0
0
'
L
T
(1
0
2
4
.
0
6
)
T
C
(1
0
2
3
.
3
9
)
F
L
JO
I
N
2.
0
0
%
2.
0
0
%
(1023.79)
FS
2.
3
4
%
1.
8
8
%
7
10
2
5
1
0
2
6
1
0
2
7
1
0
2
8
102
4
1025 1026 1027
HEMLOCK AVENUE
34
'
24
'
40.04'
2'
D
E
D
I
C
A
T
I
O
N
2' DEDICATION
3'
2'
2'
(2
6
'
)
(1
9
'
)
(1
8
.
9
9
'
)
(6
.
1
3
'
)
W
W
W
W
W
R5
0
'
STA: 9+59.35 ~ 76.40' LT
(1028.96) TC
(1028.29) FL
JOIN
ECR STA: 9+09.39 ~ 24.00' LT
1028.23 TC
1027.56 FL
4
5
3
7.
8
7
%
7.63%
0.67
%
7.
3
0
%
0.78
%
1.17
%
0.97
%
1027.96 TC
0'' CF
1027.99 TC
0'' CF
1028.81
BW
1028.88
BW
1028.62
GB
1028.65
GB
1028.68
GB
1028.68
BW
1029.18
BW
1028.40
BW
2.
0
0
%
2.00%
1.
4
4
%
6
2
(1
.
6
8
%
)
1.
4
5
%
0.
4
7
%
1.
2
4
%
NEW R/W
C1
1.
2
1
%
(1
.
1
2
%
)
1.
4
7
%
EX. R/W
EX. R/W
PR
O
T
E
C
T
-
I
N
P
L
A
C
E
E
X
.
P
O
W
E
R
P
O
L
E
PO
L
E
#
4
1
9
6
1
4
9
E
BCR STA: 9+59.35 ~ 74.40' LT
1028.95 TC
1028.28 FL
E.P. RETURN DATA
CURVE #
C1
C2
C3
090°24'23"
058°35'12"
062°11'05"
R
50.00'
15.00'
15.00'
L
78.89'
15.34'
16.28'
T
50.356
8.415
9.046
EC
R
S
T
A
:
6
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8
1
.
0
7
~
2
6
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0
0
'
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T
10
2
4
.
2
8
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10
2
3
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6
1
F
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ST
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:
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6
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0
7
10
2
4
.
2
0
T
C
10
2
4
.
1
3
F
L
W
=
4
0
'
9.
7
5
%
1024.28 TC
1023.61 FL 1025.33TC
1024.66 FL
1024.62
FS 0" CF
1.
2
0
%
1.
3
2
%
C2 C
3
1
1025.28
FS 0" CF
1.
4
9
%
PR
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EX
.
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0
1
5
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2
4
9
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W
R
/
W
EX
.
R
/
W
ST
A
:
6
+
9
1
.
5
9
10
2
4
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6
7
B
W
ST
A
:
7
+
4
1
.
0
2
10
2
5
.
2
5
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W
6
2.
0
0
%
4'
S
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E
W
A
L
K
6
2.
0
0
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S
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:
7
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0
7
~
2
4
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5
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3
3
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6
6
F
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GB
1.
8
8
%
2.
0
0
%
10
2
5
102
4
1025
4'
MIN 4.87' MIN.
W:
\
2
2
-
0
1
3
S
C
F
U
E
L
S
F
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N
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2
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a
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'
6+00 7+00 8+00 9+00 9+50 10+006+50 7+50 8+50
STREET IMPROVEMENT PLANS
2
DETAIL A
SCALE 1' = 10"
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
1025
1020
1030
1025
1030
10
2
3
.
6
1
FL
1.83%
EX. GRADE FOR
FS AT CENTERLINE
EX. GRADE FOR
FS AT CENTERLINE
PROP. FL
EX. FINISH GRADE
7+
5
1
.
0
7
10
2
5
.
3
3
T
C
GB
10
2
4
.
6
6
FL
BC
R
9
+
0
9
.
3
9
10
2
8
.
2
3
T
C
GB
10
2
7
.
5
6
FL
(1
0
2
8
.
9
5
)
T
C
JO
I
N
(1
0
2
8
.
2
9
)
FL
6+
6
7
.
3
8
(1
0
2
4
.
0
6
)
T
C
(1
0
2
3
.
4
6
)
L
I
P
JO
I
N
(1
0
2
3
.
3
9
)
F
L
JO
I
N
PROP. WESTERLY 8" TC
1.50%
Δ/4
19.72
Δ/4 Δ/4 Δ/4
10
2
8
.
5
2
T
C
GB
10
2
7
.
8
5
FL
0"
C
F
10
2
7
.
9
7
FL
10
2
8
.
8
2
T
C
GB
10
2
8
.
1
5
FL
6+
9
3
.
8
7
10
2
4
.
6
2
T
C
6+
8
8
.
2
9
10
2
4
.
3
9
T
C
7+
4
3
.
4
5
10
2
5
.
2
4
T
C
7+
3
7
.
8
0
10
2
5
.
2
8
T
C
1.60%
7+
0
0
.
0
0
(1
0
2
4
.
3
2
)
F
S
7+
5
0
.
0
0
(1
0
2
5
.
2
7
)
F
S
8+
0
0
.
0
0
(1
0
2
6
.
2
5
)
F
S
8+
5
0
.
0
0
(1
0
2
7
.
2
3
)
F
S
9+
0
0
.
0
0
(1
0
2
7
.
8
5
)
F
S
9+
5
0
.
0
0
(1
0
2
8
.
3
8
)
F
S
C/
L
I
N
T
E
R
S
E
C
T
I
O
N
ST
A
:
60
+
0
3
.
3
6
S
L
O
V
E
R
ST
A
:
10
+
0
0
.
0
0
H
E
M
L
O
C
K
(1
0
2
9
.
2
9
)
F
S
6+
5
0
.
0
0
(1
0
2
3
.
5
6
)
F
S
(2.10%)
(0.53%)
(1.52%)
(1.90%)
(1.96%)
(1.96%)
(1.24%)
(1.06%)
(1.82%)
6+
8
1
.
0
7
10
2
4
.
2
8
T
C
GB
10
2
8
.
2
8
FL
EC
R
9
+
5
9
.
3
5
10
2
8
.
9
6
T
C
GB
MATCH LINE - SEE SHEET 3 STA : 59+17.94
DETAIL B
SCALE 1' = 10"
CURB RAMP AT INTERSECTION
PRIVATE APPROACH (HEMLOCK AVE.)
PRIVATE APPROACH (HEMLOCK AVE.)
LOCATION
BETWEEN
STA: 6+67.38 AND
HEMLOCK AVENUE
STA: 9+59.35
8/1/2023