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Creek
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29
29
BUS
county line issue
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LENGTH STRUCTURE TIP PROJECT B-5341 =
LENGTH ROADWAY TIP PROJECT B-5341 =
TOTAL LENGTH OF TIP PROJECT B-5341 =
2023
2040
1925
2069
1925 2084
2083
1923
1763
1763
1907
1767
1902
1906
1908
1909
1764
1900
2714
1343
1377
1903
1904
2732
1343
1364
1363
1344
1902
1767
1767
1905
27081767
2561
2563
2562
2560
2085
2561
1902
1901
1338
1353
Mayfield
VICINITY MAP
PROJECT B-5341
STA. 20+00.00 -L- END TIP PROJECT B-5341
STA. 13+50.00 -L- BEGIN TIP PROJECT B-5341
-L- SR 1767 (MAYFIELD RD.)
CREEK
WOLF ISLAND
4
CREEK
WOLF ISLAND
DETOUR ROUTE
0.123 MI.
0.036 MI.
0.087 MI.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
R
O
C
K
I
N
G
H
A
M
C
A
S
W
E
LL
DANIEL W. GARDNER, JR, PE
JAMES A. SPEER, PE
ROCKINGHAM COUNTY
BRIDGE NO. 110 OVER WOLF ISLAND CREEK
ON SR 1767 (MAYFIELD ROAD)
GRADING, PAVING, DRAINAGE, AND STRUCTURE
25 50 10050
25 50 10050
5 10 2010
D
T
V
=
=
=
=
=
=
720
800
12
60
6
55
%
%
MPH
ADT
ADT
2016
2040
% *
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
* TTST =3%
FUNC CLASS =
MINOR COLLECTOR
"SUB-REGIONAL TIER"
0
0
0
PROFILE (HORIZONTAL)
46055.1.1 P.E.
BRSTP-1767(5)
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-5341DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
1000 Birch Ridge Dr., Raleigh NC, 27610
C
O
N
T
R
A
C
T
:
T
I
P
P
R
O
J
E
C
T
:
B
-
5
3
4
1
D
E
P
A
R
T
MEN
T
O
F TRAN SPORTA
T
IO
N
S
T
A TEOFNORT
H
CAR
O
LI
N
A
JANUARY 23, 2015
JANUARY 19, 2016
DUAL =3%
W olf
Creek
700
GUERRANT SPRINGS ROAD
SR 2023
-L- STA. 13+40.00
BEGIN CONSTRUCTION
-L- STA. 20+80.00
END CONSTRUCTION
-L- STA. 15+46.81
BEGIN BRIDGE
-L- STA. 17+39.19
END BRIDGE
K
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
TO NC 700
TO US 29
See Sheet 1B For Conventional Plan Sheet Symbols
See Sheet 1A For Index of Sheets
See Sheet 1C-1 For Survey Control Sheet
46055.2.FD1 BRSTP-1767(5)R/W & UTILITIES
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 1
SHEET 1 OF 6
PERMIT DRAWING
NSRS 2007
NAD 83/
2
2
'
4
'
-
3
"
SEE SHEET 5 FOR -L- PROFILE
SEE SHEETS S-? THRU S-? FOR STRUCTURE PLANS
TYPE III
2
2
'
SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP
TYPE IIITYPE III
TYPE III
RE
VIS
IO
N
S
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4B-5341
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
BEGIN BRIDGE
BEGIN APPR. SLAB END BRIDGE
END APPR. SLAB
.
0
2
.
0
2
15
8:1
8:1
8:1
8:1
4' PS
4' PS
.
0
2
.
0
2
.
0
2
.
0
0
.
0
2
.
0
1
.
0
2
.
0
1
.
0
2
4
'
-
3
"
30'-6"
2
2
'
4' PS
4' PS
PS - "PAVED SHOULDER"
2-BAR
METAL RAIL
2-BAR
METAL RAIL
-L- PC Sta. 18+04.91
-L- STA 15+46.81
-L- STA 15+35.81 -L- STA 17+39.19
-L- STA 17+50.81
(NTS)
SBG - SHOULDER BERM GUTTER
SBG
SBG
R
/
W
R
E
VIS
IO
N
2
-
6
-
15
(
D
WG
)
-
E
L
IM
IN
A
T
E
D
T
H
E
P
U
E
L
O
C
A
T
E
D
A
T
-
L
-
S
T
A
. 13
+
9
4
.0
0
L
T
. O
N
P
A
R
C
E
L
1
(
D
IB
R
E
LL
C
H
ILD
R
E
N
'
S
F
A
R
M
I, L
LC
)
A
N
D
R
E
V
IS
E
D
T
H
E
S
T
A
T
IO
N
L
A
B
E
L
F
R
O
M
-
L-
S
T
A
. 2
0
+
2
9
.0
0
R
T
. T
O
S
T
A
. 2
0
+
2
0
.0
0
R
T
. F
O
R
T
H
E
P
D
E
O
N
P
A
R
C
E
L
4
(
T
O
M
M
Y
L
E
WIS
S
T
R
A
D
E
R
)
.
SITE 1
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 2 OF 6
PERMIT DRAWING
-L-
SE = SEE PLANS
NAD 83/ NSRS 2007
10
15
20
PI Sta 11+20.61
D
L = 171.23'
T = 85.87'
R = 900.00'
PI Sta 12+94.22
D
L = 176.49'
T = 88.25'
R = 5,000.00'
PI Sta 19+81.00
D
L = 351.08'
T = 176.09'
R = 1,810.00'
-
L
-
P
O
T
S
t
a
.
1
0
+
0
0
.
0
0
-
L
-
P
C
S
t
a
.
1
0
+
3
4
.
7
4
-
L
-
P
C
C
S
t
a
.
12
+
0
5
.
9
6
-
L
-
P
T
S
t
a
. 13
+
8
2
.4
5
-
L
-
P
C
S
t
a
. 18
+
0
4
.9
1
-
L-
P
T
S
ta
. 2
1+
5
5
.9
9
-
L-
P
OT
S
ta
. 2
3
+
0
1.9
6
SE = SEE PLANS
v
v
SO
IL
SO
IL
SOIL
T
T
36" R
C
P
(BROKEN-UP)
STONE HW
BM 2
BM 1
MAYFIELD RD. SR 1767
MAYF
IELD
RD
. SR
1767
18' BST
18' BST
WOLF
IS
LAN
D
C
R
E
E
K
24" RCP
15" RCP
EIP
4S ELEC
4S ELEC
4S ELEC
2
S
E
L
E
C
2
S
E
L
E
C
2S ELEC
2S ELEC48" WW
48" WW 48" WW
RIP RAP
B
S
T
EXISTING R/W
EXISTING R/W
6
0
.
0
0'
6
0
.0
0
'
EX
IST
ING
R/W
EX
IST
ING
R/W
GUY POLE
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
SEE SHEET 1-C
ELEV=534.84'
BM 1
SEE SHEET 1-C
ELEV=512.64'
BM 2
1
ELECTRIC FENCE
DO NOT DISTURB
GEOTEXTILE
EST 5 SY
EST 1 TON
CLASS B RIP RAP
CLASS II RIP RAP
CLASS II RIP RAP
15" RCP-IV
ELBOWS
15" W/
SEE DETAIL 2
SPECIAL CUT DITCH
REMO
VE
HW
42" RC
P-III
SEE DETAIL 1
EST 65 SY GEOTEXTILE
EST 22 TONS
EST DDE = 7 CY
SLOPE = +/- 6.0%
W/ CLASS B RIP RAP
STANDARD V DITCH
SEE DETAIL 3
EST 80 SY GEOTEXTILE
EST 60 TONS
EST DDE =10 CY
SLOPE = +/- 12.0%
W/ CLASS II RIP RAP
STANDARD 3.0' BASE DITCH
( Not to Scale)
BANK STABILIZATION
GEOTEXTILE
5.0'min.
2.0'
NWS
1.0'min.
DETAIL 5
Type of Liner= CLASS II RIP RAP
FROM STA. 16+38 TO STA. 16+65 L CL
TB 2GI
TB 2GI
ELB
ELB
SEE DETAIL 4
EST 9 SY
W/ PRSM
STANDARD V DITCH
SEE DETAIL 5
EST 160 SY GEOTEXTILE
EST 120 TONS
BANK STABILIZATION
CLASS II RIP RAP
EST 39 SY GEOTEXTILE
EST 20 TONS
CLASS I RIP RAP
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F F
C
F
C
F
C
F
F F
4
9
5
5
0
0
5
0
0
5
0
0
5
0
0
500
5
0
0
5
0
0
5
0
0
5
0
0
5
0
0
5
0
0
500
5
0
0
50 0
500
5
0
0
5
0
0
5
0
0
5
0
0
5
0
5
5
0
5
5
0
5
5
0
5
5
0
5
5
0
5
5
0
5
5
0
5
5
0
5
505
505
505
505
505
5
0
5
505
505
5
0
5
5
0
5
5
0
5
5
0
5
5
0
5
5
0
5
5
0
5
510
5
10
5
1
0
510
510
5
1
0
510
5
1
0
5
1
0
5
10
5
1
0
5
1
0
5
1
0
5
1
0
5
1
0
510
5
10
510
5
10
5
10
510
5
10
5
1
0
5
10
510
510
5
10
5
1
0
510
5
1
0
5
10
510
5
1
0
5
10
510
5
1
0
5
10
5
10
5
10
5
10
510
510
510
515
5
15
5
15
515
5
1
5
515
515
515
5
15
5
1
5
5
1
5
5
1
5
5
15
5
1
5
515
515 5
15
5
15
515
5
15
515
5
15
5
1
5
515
515
515
5
15
5
15
5
15
515
5
1
5
520
520
520
520
5
2
0
520
520
5
2
0
520
5
2
0
5
2
0
5
2
0
5
2
0
5
2
0
520
520
520
520
520 520
520
5
2
0
520
5
2
0
520
5
2
0
520
5
2
0
520
5
2
0
520
5
2
0
5
2
5
525
525
5
2
5
525
5
2
5
5
2
5
5
2
5
5
2
5
525
5
2
5
5
2
5
5
2
5
5
2
5
5
2
5
525
525
5
2
5
525
525
525
525
525
525
5
2
5
5
2
5
5
2
5
525
5
25
525
5
2
5
530
5
3
0
530
5
3
0
530
530
530
530
530
530
530
5305
3
0
5
3
0
5
3
0
5
30
530
530
530
5
3
0
5
3
0
530
530
5
3
0
5 3 0
530
53
0
530
530
535
535
535
535
5
3
5
5
3
5
535
5
3
5
5
3
5
5
3
5
535
535
535
5
3
5
5
3
5
5
3
5
5
3
5
5
3
5
5
3
5
535535
535
5
3
5
535
535
535
535
535
5
3
5
540
5
4
0
5
4
0
5
4
0
540
540
540
540
540
540
540
540
5
4
0
5
4
0540
540
5
4
0
5
4
0
5
4
0
5
4
0
540
5
4
0
5
4
0
5
4
5
545
545
545
5
4
5
5
4
5
545545545
545
5
4
5
5
4
5
545 545
545
550
5
5
0
5
5
0
5
5
0
5
5
0
550
550
5
5
0
5
5
0
550
550
550
550
555
555
555
555555
555
5
5
5
560
560
565565
2
2
'
4
'
-
3
"
SEE SHEET 5 FOR -L- PROFILE
SEE SHEETS S-? THRU S-? FOR STRUCTURE PLANS
TYPE III
2
2
'
SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP
TYPE IIITYPE III
TYPE III
RE
VIS
IO
N
S
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4B-5341
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
BEGIN BRIDGE
BEGIN APPR. SLAB END BRIDGE
END APPR. SLAB
.
0
2
.
0
2
15
8:1
8:1
8:1
8:1
4' PS
4' PS
.
0
2
.
0
2
.
0
2
.
0
0
.
0
2
.
0
1
.
0
2
.
0
1
.
0
2
4
'
-
3
"
30'-6"
2
2
'
4' PS
4' PS
PS - "PAVED SHOULDER"
2-BAR
METAL RAIL
2-BAR
METAL RAIL
-L- PC Sta. 18+04.91
-L- STA 15+46.81
-L- STA 15+35.81 -L- STA 17+39.19
-L- STA 17+50.81
(NTS)
SBG - SHOULDER BERM GUTTER
SBG
SBG
R
/
W
R
E
VIS
IO
N
2
-
6
-
15
(
D
WG
)
-
E
L
IM
IN
A
T
E
D
T
H
E
P
U
E
L
O
C
A
T
E
D
A
T
-
L
-
S
T
A
. 13
+
9
4
.0
0
L
T
. O
N
P
A
R
C
E
L
1
(
D
IB
R
E
LL
C
H
ILD
R
E
N
'
S
F
A
R
M
I, L
LC
)
A
N
D
R
E
V
IS
E
D
T
H
E
S
T
A
T
IO
N
L
A
B
E
L
F
R
O
M
-
L-
S
T
A
. 2
0
+
2
9
.0
0
R
T
. T
O
S
T
A
. 2
0
+
2
0
.0
0
R
T
. F
O
R
T
H
E
P
D
E
O
N
P
A
R
C
E
L
4
(
T
O
M
M
Y
L
E
WIS
S
T
R
A
D
E
R
)
.
SITE 1
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 3 OF 6
PERMIT DRAWING
-L-
SE = SEE PLANS
NAD 83/ NSRS 2007
10
15
20
PI Sta 11+20.61
D
L = 171.23'
T = 85.87'
R = 900.00'
PI Sta 12+94.22
D
L = 176.49'
T = 88.25'
R = 5,000.00'
PI Sta 19+81.00
D
L = 351.08'
T = 176.09'
R = 1,810.00'
-
L
-
P
O
T
S
t
a
.
1
0
+
0
0
.
0
0
-
L
-
P
C
S
t
a
.
1
0
+
3
4
.
7
4
-
L
-
P
C
C
S
t
a
.
12
+
0
5
.
9
6
-
L
-
P
T
S
t
a
. 13
+
8
2
.4
5
-
L
-
P
C
S
t
a
. 18
+
0
4
.9
1
-
L-
P
T
S
ta
. 2
1+
5
5
.9
9
-
L-
P
OT
S
ta
. 2
3
+
0
1.9
6
SE = SEE PLANS
v
v
SO
IL
SO
IL
SOIL
T
T
36" R
C
P
(BROKEN-UP)
STONE HW
BM 2
BM 1
MAYFIELD RD. SR 1767
MAYF
IELD
RD
. SR
1767
18' BST
18' BST
WOLF
IS
LAN
D
C
R
E
E
K
24" RCP
15" RCP
EIP
4S ELEC
4S ELEC
4S ELEC
2
S
E
L
E
C
2
S
E
L
E
C
2S ELEC
2S ELEC48" WW
48" WW 48" WW
RIP RAP
B
S
T
EXISTING R/W
EXISTING R/W
6
0
.
0
0'
6
0
.0
0
'
EX
IST
ING
R/W
EX
IST
ING
R/W
GUY POLE
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
SEE SHEET 1-C
ELEV=534.84'
BM 1
SEE SHEET 1-C
ELEV=512.64'
BM 2
1
ELECTRIC FENCE
DO NOT DISTURB
GEOTEXTILE
EST 5 SY
EST 1 TON
CLASS B RIP RAP
CLASS II RIP RAP
CLASS II RIP RAP
15" RCP-IV
ELBOWS
15" W/
SEE DETAIL 2
SPECIAL CUT DITCH
REMO
VE
HW
42" RC
P-III
SEE DETAIL 1
EST 65 SY GEOTEXTILE
EST 22 TONS
EST DDE = 7 CY
SLOPE = +/- 6.0%
W/ CLASS B RIP RAP
STANDARD V DITCH
SEE DETAIL 3
EST 80 SY GEOTEXTILE
EST 60 TONS
EST DDE =10 CY
SLOPE = +/- 12.0%
W/ CLASS II RIP RAP
STANDARD 3.0' BASE DITCH
( Not to Scale)
BANK STABILIZATION
GEOTEXTILE
5.0'min.
2.0'
NWS
1.0'min.
DETAIL 5
Type of Liner= CLASS II RIP RAP
FROM STA. 16+38 TO STA. 16+65 L CL
TB 2GI
TB 2GI
ELB
ELB
SEE DETAIL 4
EST 9 SY
W/ PRSM
STANDARD V DITCH
SEE DETAIL 5
EST 160 SY GEOTEXTILE
EST 120 TONS
BANK STABILIZATION
CLASS II RIP RAP
EST 39 SY GEOTEXTILE
EST 20 TONS
CLASS I RIP RAP
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F F
C
F
C
F
C
F
F F
RE
VIS
IO
N
S
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
S S SURFACE WATER
DENOTES IMPACTS IN
4B-5341
SITE 1
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 4 OF 6
PERMIT DRAWING
15
T
W
O
L
F
I
S
L
A
N
D
C
R
E
E
K
4S ELEC2
S
E
L
E
C
48" WW
WOODS
WOODS
WOODS
WOODS
WOODS
1
O
ELB
ELB
F
F
F
F
F
F
F
F
F
F
F
F
F
F
490
500
510
520
530
540
550
10 11 12 13 14 15 16 17 18 19 20 21 22 23
490
500
510
520
530
540
550
480
470
460
450
480
470
460
450
1.5
:1
1.
5
:
1
(+) 5.9700%
E
L
=
5
2
1.9
8
'
S
T
A
19
+
0
0
-
L
-
B
E
G
IN
D
IT
C
H
L
T
E
L
=
5
2
7
.9
5
'
S
T
A
2
0
+
0
0
-
L
-
E
N
D
D
IT
C
H
L
T
42" RCP
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
5 B-5341
9
:
2
4
:
0
0
A
M
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
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RAILROAD SPIKE IN 20" POPLAR
BL STATION 5+13.00 28' LEFT
N 993919 E 1835908
BM # 1 ELEVATION = 534.84'
RAILROAD SPIKE IN 24" POPLAR
BL STATION 12+35.00 193' LEFT
N 994636 E 1835706
BM # 2 ELEVATION = 512.64'
SEE SHEET 4 FOR PLAN VIEW
ELEV. = 521.14'
BEGIN GRADE -L- STA. 13+50.00
(-)2
.9722%(+)0.7305%
(+)0.7305%(+)5.4690%
ELEV. = 528.76'
END GRADE -L- STA. 20+00.00
EL = 517.93'
PI = 14+58.00
VC = 185'
K = 50 (DS > 35 MPH)
PI = 18+55.00
EL = 520.83'
VC = 230'
K = 49 (DS = 35 MPH)
DITCH LEGEND
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C -L- STA. 16+43.00L
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GP ELEV.=519.28'
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BANK STABILIZATION
/201312/05
DATE OF SURVEY
NWS ELEV = 498.8'
490
500
510
520
530
540
550
10 11 12 13 14 15 16 17 18 19 20 21 22 23
490
500
510
520
530
540
550
480
470
460
450
480
470
460
450
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DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YR
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BASE FREQUENCY
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DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
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DATE OF SURVEY
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= 12/05/2013
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DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
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DATUM DESCRIPTIONTHE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECTIS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BYNCGS FOR MONUMENT "B5341-2"WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OFNORTHING: 995,598.128(ft) EASTING: 1,835,998.698(ft)ELEVATION: 546.46’(ft)THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT(GROUND TO GRID) IS: 0.9999169995THE N.C. LAMBERT GRID BEARING ANDLOCALIZED HORIZONTAL GROUND DISTANCE FROM"B5341-2" TO -L- STATION 13+50 ISS 438’06" W 1,294.79’ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCESVERTICAL DATUM USED IS NAVD 88
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06-M AR-2015 08:34R:\Roadway\Proj\B5341_LS_1C.DGN$$$$USERNAM E$$$$
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NOTESPROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTINGPROJECT CONTROL DATA AT:THE FILES TO BE FOUND ARE AS FOLLOWS:SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHERINFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.NETWORK ESTABLISHED FROM NGS ONLINE POSITIONING SERVICE (OPUS)CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT.INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT
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