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Revised 10/9/13
STANLY COUNTY
DHV
D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
FUNC CLASS =
50
DUAL 4%* TTST =1%
RURAL COLLECTOR
50 1005025
SUBREGIONAL TIER
B-5137
TIP PROJECT
OFFSITE DETOUR
-L- STA. 14+67.13
BEGIN BRIDGE
502550 100
10510 20
LENGTH OF ROADWAY TIP PROJECT B-5137 = 0.079 MILES
LENGTH OF STRUCTURE TIP PROJECT B-5137 = 0.016 MILES
TOTAL LENGTH OF TIP PROJECT B-5137 = 0.095 MILES
1537
1544
1543
1545
1546
1524
TO ALBEMARLE
1542
1537
TO SR 1545 (MOUNTAIN VIEW CHURCH RD.)
ON SR 1542 (RIDGE RD.)
2012
2035
1504
2300
60
10
5
1542
Lato
n Rd.
L
a
t
o
n
R
d
.
Kirk Rd.
OCTOBER 15, 2013
-L-
ANY MUNICIPAL BOUNDARIES
THIS PROJECT IS NOT WITHIN
4
MOUNTAIN CREEK
MOU
N
TA
IN
CR
EEK
REPLACE BRIDGE NO. 215 OVER MOUNTAIN CREEK
BEGIN TIP PROJECT B-5137
-L- STA. 12+00.00 -L- STA. 17+00.00
END TIP PROJECT B-5137
GRADING, PAVING, DRAINAGE & STRUCTURE
AUGUST 17, 2012
-L- STA. 15+54.87
END BRIDGE
0
0
0
PROFILE (HORIZONTAL)
42296.1.1 P.E.
42296.2.1 R/W & UTIL.
BRZ-1542(7)
BRZ-1542(7)
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA Prepared in the Office of:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
DIVISION OF HIGHWAYS
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
0
9
/
0
8
/
9
9
B-5137DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
See Sheet 1-A For Index of Sheets
$
$
$
$
$
$
S
Y
S
T
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E
$
$
$
$
$
$
$
$
$
$
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$
$
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1000 Birch Ridge Dr., Raleigh NC, 27610
C
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T
R
A
C
T
:
T
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J
E
C
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B
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N
S
T
A TEOFNORT
H
CAR
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LI
N
A
TO THE LIMITS ESTABLISHED BY METHOD III
CLEARING LIMITS ON THS PROJECT SHALL BE PERFORMED
W. T. BEST
G. E. BREW, PE
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 1
SITE 2
740
PRO
POSED/UN
D
ER CON
STRUCTION
Farm
Broadway
Bapt. Ch.
Dunns Grove
Creek Ch.
New Mountain
(
Of Jehovah’s Witnesses
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Albemarle
740(
R
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Winston - Salem Southbound Railway
R
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Rummage Rd.
Shaver Rd.
740(
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#215
NAD 83
Revised 10/9/13
2
7
27Revised 10/9/13
3
7
37Revised 10/9/13
47
47Revised 10/9/13
5
7
57Revised 10/9/13
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
535 535
540 540
545 545
550 550
555 555
530 530
13+00.00
535 535
540 540
545 545
550 550
555 555
530 530
13+50.00
535 535
540 540
545 545
550 550
555 555
530 530
14+00.00
535 535
540 540
545 545
550 550
530 530
14+50.00
X-2B-5137
-L-
2.5 5
$
$
$
$
$
$
S
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$
$
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$
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U
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$
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8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
R:
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HYDRAULICSROADWAY DESIGN ENGINEERENGINEERR/W SHEET NO.SHEET NO.PROJECT REFERENCE NO.4B-5137
16-OCT-2013 07:35
R:\Roadway\Proj\B-5137_Rdy_psh.dgn
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DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS FDPS4’FDPS4’12’12’FDPSFDPSTYPE IIITYPE III TYPE IIITYPE III12’12’4’4’24’GUTTERSHOULDER BERM GUTTERSHOULDER BERM4’-9"4’-9"
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DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
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SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGN ENGINEERENGINEER 5 B-5137
16-OCT-2013 07:37
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(-
)
2
.0
6
13
%
(
+
)
5.
2
6
9
6
%
V
C
=
1
6
.
0
0
’
S
T
A
.
1
0
+
1
2
.
0
0
-
B
U
S
T
U
R
N
-
B
E
G
I
N
G
R
A
D
E
,
E
L
E
V
.
=
5
5
6
.
3
3
S
T
A
.
1
0
+
4
6
.
0
0
-
B
U
S
T
U
R
N
-
E
N
D
G
R
A
D
E
,
E
L
E
V
.
=
5
5
7
.
5
4
-
B
U
S
T
U
R
N
A
R
O
U
N
D
-
1
0
1
1
Revised 10/16/13