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30’
EXIST. EXIST.
EXIST.
94.53
-L- POT Sta. 10+00.00
-L- PC Sta. 10+13.43
-L- PC Sta. 33+79.45
-L- PT Sta. 35+66.11
-L- TS Sta. 45+51.35 -L- SC Sta. 47+51.35
-L- CS Sta. 52+47.25
-L- ST Sta. 54+47.25
-L- POT Sta. 25+61.29=
-Y2- POT Sta. 12+01.65
-Y2- POT Sta. 10+00.00
-Y4- POT Sta. 12+52.13
-Y3- PT Sta. 11+14.80
-Y3- PC Sta. 10+42.27
-Y4- POT Sta. 10+00.00
-L- POT Sta. 36+33.79 =
-Y1- POT Sta. 10+00.00
-Y- POT Sta. 10+00.00
-L- POC Sta. 13+73.49 =
-Y- PT Sta. 14+12.93
-Y- POT Sta. 14+44.64
-L- POT Sta. 97+24.94 =
-Y5- POT Sta. 12+03.06
-Y5- POT Sta. 10+00.00
-Y5- PC Sta. 10+32.07
-Y5- PT Sta. 10+92.58
-Y2- STA. 11+11.55
-Y1- POT Sta. 14+55.21
BEGIN CONSTRUCTION
-Y4- STA. 11+04.71
END CONSTRUCTION
-Y3- POT Sta. 10+00.00
BEGIN CONSTRUCTION
-Y3- POT Sta. 12+01.00
-L- POT Sta. 36+29.08=
-Y3- STA. 10+98.00
-L- PT Sta. 14+80.18
-Y- PC Sta. 13+09.30
-L- POC Sta. 104+68.35 =
-Y7- POT Sta. 12+41.09
-L- POC Sta. 108+46.53 =-Y8- POT Sta. 10+00.00
-Y6- POT Sta. 12+00.86
-L- POT Sta. 117+96.34 =
-Y8- POT Sta. 14+34.20
BEGIN CONSTRUCTION
-Y5- STA. 11+03.35
-Y6- STA. 11+30.00
END CONSTRUCTION
-Y7- STA. 11+39.18
BEGIN CONSTRUCTION
-DR1- POT Sta. 10+00.00
-L- TS Sta. 97+75.72
-L- CS Sta. 111+39.09
-L- ST Sta. 113+39.09
-L- PC Sta. 118+43.36
-L- POT Sta. 139+78.42
-Y6- POT Sta. 9+98.97
-DR1- POT Sta. 11+96.67
-L- Sta. 123+76.69 =
-Y7- PT Sta. 11+14.75
-Y7- PC Sta. 10+12.05
-Y7- POT Sta. 10+00.00
-L- POT Sta. 134+31.19 =
-Y9- POC Sta. 15+01.57
-L- PT Sta. 134+06.13
-Y9- PT Sta. 20+57.50
-Y9- PC Sta. 16+29.62
-Y9- PT Sta. 15+61.86
-Y9- POT Sta. 10+00.00
-L- SC Sta. 99+75.72
PUBLIC MEETING MAP
DESIGN DATA
FUNCTIONAL CLASS.
DESIGN SPEED
MAX. SUPERELEVATION
TIP PROJECT No. U-4424
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
= 50 MPH
UTILITY INFORMATION
UTILITY EASEMENTS, ARE PRELIMINARY AND ARE SUBJECT TO CHANGE.
POTENTIAL UTILITY EASEMENTS. THE DESIGNS SHOWN ON THESE MAPS, INCLUDING
SHOWN ON THESE MAPS IS LIMITED TO LOCATIONS OF MAJOR EXISTING AND
NOT SHOWN ON THESE MAPS OR ON OTHER DISPLAYS. THE UTILITY INFORMATION
TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED UTILITIES ARE
DRIVEWAY NOTE
DRIVEWAYS LOCATIONS WILL BE FINALIZED AT A LATER DATE.
PRELIMINARY PLANS AND ARE SUBJECT TO CHANGE.
DRIVEWAYS ARE SHOWN; HOWEVER, AS MAPS ARE BASED ON
EDGECOMBE COUNTY
HPB
ORTHOPHOTO DATA
= MINOR ARTERIAL
= 0.04
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
STATE PROJECT No. 39062.1.2
DATE OF MEETING: MAY 2019
NC ONEMAP GEOSPATIAL DATAORTHOPHOTOGRAPHY FROM 2017
0’ 100’ 200’
50’
100’
(ENGLISH)
HPB
DESIGN DATA
FUNCTIONAL CLASS.
DESIGN SPEED
MAX. SUPERELEVATION
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
= 50 MPH
UTILITY INFORMATION
UTILITY EASEMENTS, ARE PRELIMINARY AND ARE SUBJECT TO CHANGE.
POTENTIAL UTILITY EASEMENTS. THE DESIGNS SHOWN ON THESE MAPS, INCLUDING
SHOWN ON THESE MAPS IS LIMITED TO LOCATIONS OF MAJOR EXISTING AND
NOT SHOWN ON THESE MAPS OR ON OTHER DISPLAYS. THE UTILITY INFORMATION
TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED UTILITIES ARE
DRIVEWAY NOTE
DRIVEWAYS LOCATIONS WILL BE FINALIZED AT A LATER DATE.
PRELIMINARY PLANS AND ARE SUBJECT TO CHANGE.
DRIVEWAYS ARE SHOWN; HOWEVER, AS MAPS ARE BASED ON
ORTHOPHOTO DATA
= MINOR ARTERIAL
= 0.04
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
NC ONEMAP GEOSPATIAL DATAORTHOPHOTOGRAPHY FROM 2017
0’ 100’ 200’
50’
100’
(ENGLISH)
(MAPS 1 OF 1)
NC 111 (WILSON ROAD) FROM NC 122 (McNAIR ROAD)TO US 64 ALTERNATE (WESTERN BOULEVARD)
PU
BLIC
ME
ETIN
G
MA
PTIP P
ROJE
CT
No. U-4424
ED
GE
CO
MB
E
CO
UN
TY
ST
AT
E P
ROJE
CT
No. 39062.1.2
DA
TE
OF
ME
ETIN
G:
MA
Y 2019
(MA
PS 1
OF 1)
NC 11
1 (W
ILS
ON
RO
AD)
FR
OM
NC 12
2 (M
cN
AIR
RO
AD)
TO
US 64 A
LT
ER
NA
TE (W
ES
TE
RN
BO
UL
EV
AR
D)
PU
BLIC
ME
ETIN
G
MA
PTIP P
ROJE
CT
No. U-4424
ED
GE
CO
MB
E
CO
UN
TY
ST
AT
E P
ROJE
CT
No. 39062.1.2
DA
TE
OF
ME
ETIN
G:
MA
Y 2019
(MA
PS 1
OF 1)
NC 11
1 (W
ILS
ON
RO
AD)
FR
OM
NC 12
2 (M
cN
AIR
RO
AD)
TO
US 64 A
LT
ER
NA
TE (W
ES
TE
RN
BO
UL
EV
AR
D)
C
A
HPB
HPB
C
A
HPB
HPB
C
A
ADT2018
TRAFFIC DIAGRAM
NC 122
NC 111 NC 111
2045
5,600
6,400
2,700
3,000
5,300
6,000
7,800
9,000
SARA LEE RD
3000
3,500
1,300
1,500
300
300
1,100
1,300
ADT2018
TRAFFIC DIAGRAM
NC 111 NC 111
2045
2,400
2,600
5,900
6,800
5,500
6,200
EDGECOMBE COMMUNITY COLLEGE RD
1,400
1,600
1,000
1,000
30" RCP
36" RCP
36" CMP
DI
DI
C -L-
12’ 12’8’ 12’
2’
14’-6"
PATHMULTI-USE
10’ 2’
2’-6"
VAR 22’ +/-
L
WILSON ST. -L-2’-6"
C -L-
12’ 12’8’ 12’
2’
14’-6"
PATHMULTI-USE
10’ 2’
2’-6"
VAR 22’ +/-
L
WILSON ST. -L-2’-6"
ADT2018
TRAFFIC DIAGRAM
NC 111 NC 111
20451,900
2,200
9,100
10,400
7,600
8,600
SR 1351 BARLOW RD
200
200
1,700
2,000
ADT2018
TRAFFIC DIAGRAM
NC 111 NC 111
2045
17,000
19,200
18,000
20,400
8,900
10,200
9,100
10,400
US 64 ALT
2,200
2,500
2,700
3,100
2,600
3,000
3,300
3,800
F
F
FF
F
F
F
C
C
F
F
F
FF
F
F
F
F
F
F
F
F
F
F
F
FC
CF
CC
F
F
F
C
F
CC
C
F
F
F
FC
C
C
F
FC
CF
F
F CF
F
CC
FC
C
F
F
C
F
C
CC
C
F
C
F
C
FF
CF
F
F
C
FC
F
FC
C
F
CF
CF
C FC
F
C
C
F
F
C
C
F
F
CF
CC
F
F
F
F
F
F
F
F
FF
F
F
PI Sta 12+46.81
D
L = 466.76’
T = 233.38’
R = 30,000.00’
-L- CURVE DATA
PI Sta 13+61.14
D
L = 103.63’
T = 51.84’
R = 1,500.00’
-Y- CURVE DATA
e = NC
D = 50 MPHs
PI Sta 34+72.78
D
L = 186.66’
T = 93.33’
R = 40,000.00’
-L- CURVE DATA
e = NC
Ds = 50 MPH
PIs Sta 46+84.69
F
Ls = 200.00’
LT = 133.34’
ST = 66.67’
PI Sta 49+99.84
D
L = 495.90’
T = 248.49’
R = 3,061.00’
-L- CURVE DATA
e = 3%
Ds = 50 MPH
PI Sta 10+78.59
D
L = 72.53’
T = 36.33’
R = 500.00’
-Y3- CURVE DATA
PI Sta 34+72.78
D
L = 186.66’
T = 93.33’
R = 40,000.00’
e = NC
Ds = 50 MPH
PI Sta 49+99.84
D
L = 495.90’
T = 248.49’
R = 3,061.00’
PIs Sta 53+13.92
F
Ls = 200.00’
LT = 133.34’
ST = 66.67’
-L- CURVE DATA
e = 3%
Ds = 50 MPH
-Y5- CURVE DATA
PI Sta 10+62.33
D
L = 60.50’
T = 30.26’
R = 1,000.00’
-L- CURVE DATA
-L- CURVE DATA
-L- CURVE DATA
e = 3%
Ds = 50 MPH
e = 3%
Ds = 50 MPH
e = 2.5%
Ds = 50 MPH
RunOff = 75’
-Y7- CURVE DATA
PI Sta 10+64.20D
L = 102.71’T = 52.15’R = 240.00’
PI Sta 15+31.64D
L = 60.45’T = 30.23’R = 2,500.00’
PI Sta 18+44.23
D
L = 427.89’
T = 214.61’
R = 2,220.00’
-Y9- CURVE DATA
e = 2.5%
Ds = 50 MPH
RunOff = 75’
PI Sta 126+29.84D
L = 1,562.77’T = 786.49’R = 5,605.00’
PIs Sta 99+09.06
F
Ls = 200.00’
LT = 133.34’
ST = 66.67’
PI Sta 105+64.93
D
L = 1,163.37’
T = 589.21’
R = 2,975.00’
PI Sta 105+64.93D
L = 1,163.37’T = 589.21’R = 2,975.00’
PIs Sta 112+05.76F
Ls = 200.00’LT = 133.34’ST = 66.67’
PI Sta 126+29.84
D
L = 1,562.77’
T = 786.49’
R = 5,605.00’
ED STITH HEIRS
NO DEED REFERENCE FOUND
PAULINE JONES
LILLIE MAYO
EARLINE REID
EDWARDS
LORELL
DAWSON et al
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TARBORO
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MM
ON
S
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TA
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OR
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CO
MM
ON
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TA
RB
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PO
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ASS
OC.
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COMMONS L.L.C.
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SAVAGESYLVIAHARRY &
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JAMES BROWN
MIC
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RT et al
LIFE EST
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WEBB ROBERT G
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et alMYERSADAMJOSHUA
TARBOROTOWN OF
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et alLORENZOTYSON MOSS JUDITH L
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RADFORD JR
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OD
S
FIRE TOWER
COMMUNITY COLLEGEEDGECOMBE COMMUNITY COLLEGE
EDGECOMBE
COMMISSION PUBLIC WORKS
NC STATE H
WY & COMMISSION PUBLIC WORKS
NC STATE H
WY &
MAINTENANCEEDGECOMBE
ORG.ENTREPRENEUREDGECOMBE
APARTMENTS
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CHURCH
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DOLLAR
HARDEES
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KEIHIN CAROLINA SYSTEM TECHNOLOGY INC
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GAS COMPANY INC
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CEMETERY
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CEMETERY
WILSON STREET
10
15
20
25
30
35
10
40
45
50
55
60
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80
90
85
95
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105
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115
120
125
130
135
10
10
10
15
20
10
LEGEND
AND GUTTERPROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
TO BE REMOVED
PROPERTY LINES
BUILDINGS
EXISTING RIGHT OF WAY
LAKES, RIVER, STREAMS AND PONDS
EXISTING CONTROL OF ACCESS
PROPOSED TRAFFIC SIGNAL
PROPOSED RIGHT OF WAY
EXISTING STRUCTURES, ISLAND, CURBTO BE REMOVED
TO BE RETAINEDEXISTING STRUCTURES, ISLAND, CURBAND GUTTER
AND GUTTER
EXISTING UTILITY EASEMENT
CEMETERIES
HISTORIC PROPERTY BOUNDARY
CONSTRUCTION AND UTILITY)PROPOSED EASEMENTS (DRAINAGE,
EXISTING TRAFFIC SIGNAL
LEGEND
AND GUTTERPROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
TO BE REMOVED
PROPERTY LINES
BUILDINGS
EXISTING RIGHT OF WAY
LAKES, RIVER, STREAMS AND PONDS
EXISTING CONTROL OF ACCESS
PROPOSED TRAFFIC SIGNAL
PROPOSED RIGHT OF WAY
EXISTING STRUCTURES, ISLAND, CURBTO BE REMOVED
TO BE RETAINEDEXISTING STRUCTURES, ISLAND, CURBAND GUTTER
AND GUTTER
EXISTING UTILITY EASEMENT
CEMETERIES
HISTORIC PROPERTY BOUNDARY
CONSTRUCTION AND UTILITY)PROPOSED EASEMENTS (DRAINAGE,
EXISTING TRAFFIC SIGNAL
LEGEND
AND GUTTERPROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
TO BE REMOVED
PROPERTY LINES
BUILDINGS
EXISTING RIGHT OF WAY
LAKES, RIVER, STREAMS AND PONDS
EXISTING CONTROL OF ACCESS
PROPOSED TRAFFIC SIGNAL
PROPOSED RIGHT OF WAY
EXISTING STRUCTURES, ISLAND, CURBTO BE REMOVED
TO BE RETAINEDEXISTING STRUCTURES, ISLAND, CURBAND GUTTER
AND GUTTER
EXISTING UTILITY EASEMENT
CEMETERIES
HISTORIC PROPERTY BOUNDARY
CONSTRUCTION AND UTILITY)PROPOSED EASEMENTS (DRAINAGE,
EXISTING TRAFFIC SIGNAL
BEGIN CONSTRUCTION-Y8- STA. 12+57.84
TO SARATOGA
TO TARBORO-L-
-L-
-L-
-Y1-
-Y-
-Y2-
-Y3-
-Y4-
-L-
-L-
-L-
-L-
-L-
-L-
-Y5-
-Y6-
-Y7-
-L-
-L-
-L-
-Y8-
-Y9-
-Y9-
111
122
111
111
111
111
111
64
64
64
ALT
64
ALT
111
111
111
111
111
SP
EN
CE
R
DR
WILSON ST.
WILSON ST
LEIGH’S CT
TANNER CT
ZA
CH
AR
Y
LN
CO
MM
ER
CE
CE
NT
ER
DR.
WILSON ST
WILSON ST
WILSON ST
SI
MPS
ON
DR
WILSON ST PRESTON DR
Mc
MI
LL
AN
DR
BE
NS
ON
DR.
BA
RL
OW
RD.
SR 1351
WES
TE
RN
BL
VD
WES
TE
RN
BL
VD
WILSON ST
WILSON ST
WILSON ST
-L- STA. 133+98.83
END STATE PROJECT U-4424
-L- STA. 13+90.00
BEGIN STATE PROJECT U-4424
12’
12’
12’
18’
18’
12’
12’
12’
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18’
18’
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18’
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18’
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18’
21’15’13’
12’
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30’
30’
30’
12’
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18’
30’
18’
30’
12’
12’
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12’
12’
12’
12’
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18’
12’
12’
12’
12’ 24’
45’
27’
36’
74’
WILSON ST
WILSON ST
Mc
NAI
R
RD
SA
RA
LE
E
RD