HomeMy WebLinkAbout6305-4R/W C/L
34'
(26')
(1.35%)
JOINING EX. AC
PAVEMENT (1023.79)
FS
(1
0
2
3
.
3
9
F
L
)
JO
I
N
R/W C/L
37.16'
25.6'
1.27%
7.58'
DWY
4'
SW
EX. AC
PAVEMENT (1024.32)
FS
10
2
3
.
8
9
F
L
1
0
.
9
%
2'
R/W C/L36.4'
24.82'
1.57%
7.58'
DWY
4'
SW
EX. AC
PAVEMENT (1024.76)
FS
2'
R/W C/L
34'
24'
2.24%
9.5'
SW
0.5'
PCC
SIDEWALK EX. AC
PAVEMENT
(1025.27)
FS
10
2
5
.
3
1
T
C
10
2
4
.
6
4
F
L
2.0%
PROPOSED
8" CURB AND GUTTER
2'
1.
5
"
HEMLOCK AVENUE STA 7+00
HORIZ SCALE: 1"=10'
VERT SCALE: 1" =1'
HEMLOCK AVENUE STA 7+25
HORIZ SCALE: 1"=10'
VERT SCALE: 1" =1'
HEMLOCK AVENUE STA 7+50
HORIZ SCALE: 1"=10'
VERT SCALE: 1" =1'
HEMLOCK AVENUE STA 6+67.38
HORIZ SCALE: 1"=10'
VERT SCALE: 1" =1'
10
2
4
.
2
7
F
L
AC COLDMILL
AND OVERLAY
AC COLDMILL
AND OVERLAY
AC COLDMILL
AND OVERLAY
1
0
.
9
%
2.0%
2.0%
HEMLOCK AVENUE STA 8+00
HORIZ SCALE: 1"=10'
VERT SCALE: 1" =1'
HEMLOCK AVENUE STA 8+25
HORIZ SCALE: 1"=10'
VERT SCALE: 1" =1'
HEMLOCK AVENUE STA 8+50
HORIZ SCALE: 1"=10'
VERT SCALE: 1" =1'
HEMLOCK AVENUE STA 7+75
HORIZ SCALE: 1"=10'
VERT SCALE: 1" =1'
R/W C/L
34'
24'
2.42%
9.5'
SW
0.5'
EX. AC
PAVEMENT (1025.76)
FS
10
2
5
.
7
6
T
C
10
2
5
.
0
9
F
L
PROPOSED
8" CURB AND GUTTER
2'
1.
5
"
R/W C/L
34'
24'
2.56%
9.5'
SW
0.5'
EX. AC
PAVEMENT
(1026.25)
FS
10
2
6
.
2
2
T
C
10
2
5
.
5
5
F
L
PROPOSED
8" CURB AND GUTTER
2'
1.
5
"
R/W C/L
34'
24'
2.73%
9.5'
SW
0.5'
PCC
SIDEWALK
EX. AC
PAVEMENT
(1026.75)
FS
10
2
6
.
6
8
T
C
10
2
6
.
0
1
F
L
2.0%
PROPOSED
8" CURB AND GUTTER
2'
1.
5
"
R/W C/L
34'
24'
2.82%
9.5'
SW
0.5'
EX. AC
PAVEMENT
(1027.23)
FS
10
2
7
.
1
4
T
C
10
2
6
.
4
7
F
L
PROPOSED
8" CURB AND GUTTER
2'
1.
5
"
PCC
SIDEWALK 2.0%
PCC
SIDEWALK
2.0%
PCC
SIDEWALK
2.0%
AC COLDMILL
AND OVERLAY
AC COLDMILL
AND OVERLAY
AC COLDMILL
AND OVERLAY
AC COLDMILL
AND OVERLAY
HEMLOCK AVENUE STA 9+00
HORIZ SCALE: 1"=10'
VERT SCALE: 1" =1'
HEMLOCK AVENUE STA 8+75
HORIZ SCALE: 1"=10'
VERT SCALE: 1" =1'
R/W C/L
34'
24'
2.04%
9.5'
SW
0.5'
EX. AC
PAVEMENT
(1027.52)
FS
10
2
7
.
6
0
T
C
10
2
6
.
9
3
F
L
PROPOSED
8" CURB AND GUTTER
2'
1.
5
"
R/W C/L
34'
24'
1.53%
9.5'
SW
0.5'
EX. AC
PAVEMENT (1027.85)
FS
10
2
8
.
0
5
T
C
10
2
7
.
3
8
F
L
PROPOSED
8" CURB AND GUTTER
2'
1.
5
"
R/W C/L
34'
24'
(1.12%)
9.5'
SW
0.5'
EX. AC
PAVEMENT (1027.95)
FS
10
2
8
.
2
3
T
C
10
2
7
.
5
6
F
L
PROPOSED
8" CURB AND GUTTER
HEMLOCK AVENUE STA 9+09.39
HORIZ SCALE: 1"=10'
VERT SCALE: 1" =1'
PCC
SIDEWALK 2.0%
PCC
SIDEWALK 2.0%
PCC
SIDEWALK 2.0%
AC COLDMILL
AND OVERLAY
AC COLDMILL
AND OVERLAY
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
P
0
4
S
C
.
d
w
g
J
u
l
3
1
,
2
0
2
3
-
1
1
:
3
6
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.
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
SECTIONS
4
BETWEEN
STA: 6+67.38 AND
STA: 9+59.35
HEMLOCK AVENUE
8/1/2023